High power laser energy distribution patterns, apparatus and methods for creating wells

Information

  • Patent Grant
  • 9284783
  • Patent Number
    9,284,783
  • Date Filed
    Thursday, March 28, 2013
    11 years ago
  • Date Issued
    Tuesday, March 15, 2016
    8 years ago
Abstract
There is provided a system, apparatus and methods for providing a laser beam to borehole surface in a predetermined and energy deposition profile. The predetermined energy deposition profiles may be uniform or tailored to specific downhole applications. Optic assemblies for obtaining these predetermined energy deposition profiles are further provided.
Description
BACKGROUND OF THE INVENTION

The present invention relates to methods, apparatus and systems for delivering high power laser energy over long distances, while maintaining the power of the laser energy to perform desired tasks. In a particular, the present invention relates to optics, beam profiles and laser spot patterns for use in and delivery from a laser bottom hole assembly (LBHA) for delivering high power laser energy to the bottom of a borehole to create and advance a borehole in the earth.


In general, boreholes have been formed in the earth's surface and the earth, i.e., the ground, to access resources that are located at and below the surface. Such resources would include hydrocarbons, such as oil and natural gas, water, and geothermal energy sources, including hydrothermal wells. Boreholes have also been formed in the ground to study, sample and explore materials and formations that are located below the surface. They have also been formed in the ground to create passageways for the placement of cables and other such items below the surface of the earth.


The term borehole includes any opening that is created in the ground that is substantially longer than it is wide, such as a well, a well bore, a well hole, and other terms commonly used or known in the art to define these types of narrow long passages in the earth. Although boreholes are generally oriented substantially vertically, they may also be oriented on an angle from vertical, to and including horizontal. Thus, using a level line as representing the horizontal orientation, a borehole can range in orientation from 0° i.e., a vertical borehole, to 90°, i.e., a horizontal borehole and greater than 90° e.g., such as a heel and toe. Boreholes may further have segments or sections that have different orientations, they may be arcuate, and they may be of the shapes commonly found when directional drilling is employed. Thus, as used herein unless expressly provided otherwise, the “bottom” of the borehole, the “bottom” surface of the borehole and similar terms refer to the end of the borehole, i.e., that portion of the borehole farthest along the path of the borehole from the borehole's opening, the surface of the earth, or the borehole's beginning.


Advancing a borehole means to increase the length of the borehole. Thus, by advancing a borehole, other than a horizontal one, the depth of the borehole is also increased. Boreholes are generally formed and advanced by using mechanical drilling equipment having a rotating drilling bit. The drilling bit is extending to and into the earth and rotated to create a hole in the earth. In general, to perform the drilling operation a diamond tip tool is used. That tool must be forced against the rock or earth to be cut with a sufficient force to exceed the shear strength of that material. Thus, in conventional drilling activity mechanical forces exceeding the shear strength of the rock or earth must be applied to that material. The material that is cut from the earth is generally known as cuttings, i.e., waste, which may be chips of rock, dust, rock fibers, and other types of materials and structures that may be created by thermal or mechanical interactions with the earth. These cuttings are typically removed from the borehole by the use of fluids, which fluids can be liquids, foams or gases.


In addition to advancing the borehole, other types of activities are performed in or related to forming a borehole, such as, work over and completion activities. These types of activities would include for example the cutting and perforating of casing and the removal of a well plug. Well casing, or casing, refers to the tubulars or other material that are used to line a wellbore. A well plug is a structure, or material that is placed in a borehole to fill and block the borehole. A well plug is intended to prevent or restrict materials from flowing in the borehole.


Typically, perforating, i.e., the perforation activity, involves the use of a perforating tool to create openings, e.g. windows, or a porosity in the casing and borehole to permit the sought after resource to flow into the borehole. Thus, perforating tools may use an explosive charge to create, or drive projectiles into the casing and the sides of the borehole to create such openings or porosities.


The above mentioned conventional ways to form and advance a borehole are referred to as mechanical techniques, or mechanical drilling techniques, because they require a mechanical interaction between the drilling equipment, e.g., the drill bit or perforation tool, and the earth or casing to transmit the force needed to cut the earth or casing.


It has been theorized that lasers could be adapted for use to form and advance a borehole. Thus, it has been theorized that laser energy from a laser source could be used to cut rock and earth through spalling, thermal dissociation, melting, vaporization and combinations of these phenomena. Melting involves the transition of rock and earth from a solid to a liquid state. Vaporization involves the transition of rock and earth from either a solid or liquid state to a gaseous state. Spalling involves the fragmentation of rock from localized heat induced stress effects. Thermal dissociation involves the breaking of chemical bonds at the molecular level.


To date it is believed that no one has succeeded in developing and implementing these laser drilling theories to provide an apparatus, method or system that can advance a borehole through the earth using a laser, or perform perforations in a well using a laser. Moreover, to date it is believed that no one has developed the parameters, and the equipment needed to meet those parameters, for the effective cutting and removal of rock and earth from the bottom of a borehole using a laser, nor has anyone developed the parameters and equipment need to meet those parameters for the effective perforation of a well using a laser. Further is it believed that no one has developed the parameters, equipment or methods need to advance a borehole deep into the earth, to depths exceeding about 300 ft (0.09 km), 500 ft (0.15 km), 1000 ft, (0.30 km), 3,280 ft (1 km), 9,840 ft (3 km) and 16,400 ft (5 km), using a laser. In particular, it is believed that no one has developed parameters, equipments, or methods nor implemented the delivery of high power laser energy, i.e., in excess of 1 kW or more to advance a borehole within the earth.


While mechanical drilling has advanced and is efficient in many types of geological formations, it is believed that a highly efficient means to create boreholes through harder geologic formations, such as basalt and granite has yet to be developed. Thus, the present invention provides solutions to this need by providing parameters, equipment and techniques for using a laser for advancing a borehole in a highly efficient manner through harder rock formations, such as basalt and granite.


The environment and great distances that are present inside of a borehole in the earth can be very harsh and demanding upon optical fibers, optics, and packaging. Thus, there is a need for methods and an apparatus for the deployment of optical fibers, optics, and packaging into a borehole, and in particular very deep boreholes, that will enable these and all associated components to withstand and resist the dirt, pressure and temperature present in the borehole and overcome or mitigate the power losses that occur when transmitting high power laser beams over long distances. The present inventions address these needs by providing a long distance high powered laser beam transmission means.


It has been desirable, but prior to the present invention believed to have never been obtained, to deliver a high power laser beam over a distance within a borehole greater than about 300 ft (0.90 km), about 500 ft (0.15 km), about 1000 ft, (0.30 km), about 3,280 ft (1 km), about 9,8430 ft (3 km) and about 16,400 ft (5 km) down an optical fiber in a borehole, to minimize the optical power losses due to non-linear phenomenon, and to enable the efficient delivery of high power at the end of the optical fiber. Thus, the efficient transmission of high power from point A to point B where the distance between point A and point B within a borehole greater than about 1,640 ft (0.5 km) has long been desirable, but prior to the present invention is believed to have never been obtainable and specifically believed to have never been obtained in a borehole drilling activity. The present invention addresses this need by providing an LBHA and laser optics to deliver a high powered laser beam to downhole surfaces in a borehole.


A conventional drilling rig, which delivers power from the surface by mechanical means, must create a force on the rock that exceeds the shear strength of the rock being drilled. Although a laser has been shown to effectively spall and chip such hard rocks in the laboratory under laboratory conditions, and it has been theorized that a laser could cut such hard rocks at superior net rates than mechanical drilling, to date it is believed that no one has developed the apparatus systems or methods that would enable the delivery of the laser beam to the bottom of a borehole that is greater than about 1,640 ft (0.5 km) in depth with sufficient power to cut such hard rocks, let alone cut such hard rocks at rates that were equivalent to and faster than conventional mechanical drilling. It is believed that this failure of the art was a fundamental and long standing problem for which the present invention provides a solution.


The environment and great distances that are present inside of a borehole in the earth can be harsh and demanding upon optics and optical fibers. Thus, there is a need for methods and an apparatus for the delivery of high power laser energy very deep in boreholes that will enable the delivery device to withstand and resist the dirt, pressure and temperature present in the borehole. The present invention addresses this need by providing an LBHA and laser optics to deliver a high powered laser beam to downhole surfaces of a borehole.


Thus the present invention addresses and provides solutions to these and other needs in the drilling arts by providing, among other things optics, beam profiles and laser spot patterns for use in and delivery from an LBHA to provide the delivery of high powered laser beam energy to the surfaces of a borehole.


SUMMARY

It is desirable to develop systems and methods that provide for the delivery of high power laser energy to the bottom of a deep borehole to advance that borehole at a cost effect rate, and in particular, to be able to deliver such high power laser energy to drill through rock layer formations including granite, basalt, sandstone, dolomite, sand, salt, limestone, rhyolite, quartzite and shale rock at a cost effective rate. More particularly, it is desirable to develop systems and methods that provide for the ability to be able to deliver such high power laser energy to drill through hard rock layer formations, such as granite and basalt, at a rate that is superior to prior conventional mechanical drilling operations. The present invention, among other things, solves these needs by providing the system, apparatus and methods taught herein.


Thus, there is provided a system for creating a borehole in the earth having a high power laser source, a bottom hole assembly and, a fiber optically connecting the laser source with the bottom hole assembly, such that a laser beam from the laser source is transmitted to the bottom hole assembly the bottom hole assembly comprising: a means for providing the laser beam to a bottom surface of the borehole; the providing means comprising beam power deposition optics; wherein, the laser beam as delivered from the bottom hole assembly illuminates the bottom surface of the borehole with a substantially even energy deposition profile.


There is further provided a system for creating a borehole in the earth comprising: a high power laser source; a bottom hole assembly; an optical fiber, having a first and a second end, having a length between the first and second ends, the first end being optically associated with the laser source and the fiber having a length of at least about 1000 ft; a means for delivering a laser beam from the laser source to a surface of the borehole; the laser delivery means connected to and optically associated with the second end of the optical fiber; and, a means for providing a substantially uniform energy deposition.


There is additionally provided a system and method for creating a borehole in the earth wherein the system and method employ means for providing the laser beam to the bottom surface in a predetermined energy deposition profile, including having the laser beam as delivered from the bottom hole assembly illuminating the bottom surface of the borehole with a predetermined energy deposition profile, illuminating the bottom surface with an any one of or combination of: a predetermined energy deposition profile biased toward the outside area of the borehole surface; a predetermined energy deposition profile biased toward the inside area of the borehole surface; a predetermined energy deposition profile comprising at least two concentric areas having different energy deposition profiles; a predetermined energy deposition profile provided by a scattered laser shot pattern; a predetermined energy deposition profile based upon the mechanical stresses applied by a mechanical removal means; a predetermined energy deposition profile having at least two areas of differing energy and the energies in the areas correspond inversely to the mechanical forces applied by a mechanical means.


There is yet further provided a method of advancing a borehole using a laser, the method comprising: advancing a high power laser beam transmission means into a borehole; the borehole having a bottom surface, a top opening, and a length extending between the bottom surface and the top opening of at least about 1000 feet; the transmission means comprising a distal end, a proximal end, and a length extending between the distal and proximal ends, the distal end being advanced down the borehole; the transmission means comprising a means for transmitting high power laser energy; providing a high power laser beam to the proximal end of the transmission means; transmitting substantially all of the power of the laser beam down the length of the transmission means so that the beam exits the distal end; transmitting the laser beam from the distal end to an optical assembly in a laser bottom hole assembly, the laser bottom hole assembly directing the laser beam to the bottom surface of the borehole; and, providing a predetermined energy deposition profile to the bottom of the borehole; whereby the length of the borehole is increased, in part, based upon the interaction of the laser beam with the bottom of the borehole.


Moreover there is provided a method of advancing a borehole using a laser, wherein the laser beam is directed to the bottom surface of the borehole in a substantially uniform energy deposition profile and thereby the length of the borehole is increased, in part, based upon the interaction of the laser beam with the bottom of the borehole.


Still further there is provided a method of advancing a borehole using a laser, wherein the laser beam is directed in a predetermined pattern to provide a predetermined energy deposition profile to the bottom surface of the borehole whereby the length of the borehole is increased, in part, based upon the interaction of the laser beam with the bottom of the borehole.


The foregoing systems and methods may further employ more than one laser beams, a plurality of laser beams, a laser beam with a Gaussian profile at the fiber bottom hole assembly connection, a substantially Gaussian profile at the fiber bottom hole assembly connection, a super-Gaussian profile at the fiber bottom hole assembly connection, or a laser beam with substantially uniform profile at the fiber bottom hole assembly connection.


The forgoing systems and methods may also employ a laser delivery means comprising an optical assembly, a rotating optical assembly, a mud motor, a micro-optics array, or an axicon lens.


The forgoing systems and methods may further employ a laser beam having at least about 1 kW, 3 kW, 5 kW, 10 kW, or 15 kW at the down hole end of the fiber. These systems and methods may employ laser sources from at least about 5 kW to about 20 kW, at least about 15 kW, at least about 5 kW.


One of ordinary skill in the art will recognize, based on the teachings set forth in these specifications and drawings, that there are various embodiments and implementations of these teachings to practice the present invention. Accordingly, the embodiments in this summary are not meant to limit these teachings in any way.





BRIEF DESCRIPTION OF THE DRAWINGS


FIGS. 1A and 1B, is a graphic representation of an example of a laser beam basalt illumination.



FIGS. 2A and 2B illustrate the energy deposition profile of an elliptical spot rotated about its center point for a beam that is either uniform or Gaussian.



FIG. 3A shows the energy deposition profile with no rotation.



FIG. 3B shows the substantially even and uniform energy deposition profile upon rotation of the beam that provides the energy deposition profile of FIG. 3A.



FIGS. 4A to 4D illustrate an optical assembly.



FIG. 5 illustrates an optical assembly.



FIG. 6 illustrates an optical assembly.



FIGS. 7A and 7B illustrate optical assemblies.



FIG. 8 illustrates a multi-rotating laser shot pattern.



FIG. 9 illustrates an elliptical shaped shot.



FIG. 10 illustrates a rectangular shaped spot.



FIG. 11 illustrates a multi-shot shot pattern.



FIG. 12 illustrates a shot pattern.



FIG. 13A is a perspective view of an LBHA.



FIG. 13B is a cross sectional view of the LBHA of FIG. 13A taken along B-B.



FIG. 14 is a laser drilling system.



FIGS. 15 to 25 illustrate LBHAs.





DESCRIPTION OF THE DRAWINGS AND THE PREFERRED EMBODIMENTS

In general, the present inventions relate to methods, apparatus and systems for use in laser drilling of a borehole in the earth, and further, relate to equipment, methods and systems for the laser advancing of such boreholes deep into the earth and at highly efficient advancement rates. These highly efficient advancement rates are obtainable in part because the present invention provides for optics, beam profiles and laser spot patterns for use in and delivery from a laser bottom hole assembly (LBHA) that shapes and delivers the high power laser energy to the surfaces of the borehole. As used herein the term “earth” should be given its broadest possible meaning (unless expressly stated otherwise) and would include, without limitation, the ground, all natural materials, such as rocks, and artificial materials, such as concrete, that are or may be found in the ground, including without limitation rock layer formations, such as, granite, basalt, sandstone, dolomite, sand, salt, limestone, rhyolite, quartzite and shale rock.


In general, one or more laser beams generated or illuminated by one or more lasers may spall, vaporize or melt material such as rock or earth. The laser beam may be pulsed by one or a plurality of waveforms or it may be continuous. The laser beam may generally induce thermal stress in a rock formation due to characteristics of the rock including, for example, the thermal conductivity. The laser beam may also induce mechanical stress via superheated steam explosions of moisture in the subsurface of the rock formation. Mechanical stress may also be induced by thermal decomposition and sublimation of part of the in situ minerals of the material. Thermal and/or mechanical stress at or below a laser-material interface may promote spallation of the material, such as rock. Likewise, the laser may be used to effect well casings, cement or other bodies of material as desired. A laser beam may generally act on a surface at a location where the laser beam contacts the surface, which may be referred to as a region of laser illumination. The region of laser illumination may have any preselected shape and intensity distribution that is required to accomplish the desired outcome, the laser illumination region may also be referred to as a laser beam spot. Boreholes of any depth and/or diameter may be formed, such as by spalling multiple points or layers. Thus, by way of example, consecutive points may be targeted or a strategic pattern of points may be targeted to enhance laser/rock interaction. The position or orientation of the laser or laser beam may be moved or directed so as to intelligently act across a desired area such that the laser/material interactions are most efficient at causing rock removal.


Generally in downhole operations including drilling, completion, and workover, the bottom hole assembly is an assembly of equipment that typically is positioned at the end of a cable, wireline, umbilical, string of tubulars, string of drill pipe, or coiled tubing and is lower into and out of a borehole. It is this assembly that typically is directly involved with the drilling, completion, or workover operation and facilitates an interaction with the surfaces of the borehole, casing, or formation to advance or otherwise enhance the borehole as desired.


In general, the LBHA may contain an outer housing that is capable of withstanding the conditions of a downhole environment, a source of a high power laser beam, and optics for the shaping and directing a laser beam on the desired surfaces of the borehole, casing, or formation. The high power laser beam may be greater than about 1 kW, from about 2 kW to about 20 kW, greater than about 5 kW, from about 5 kW to about 10 kW, at least about 10 kW, preferably at least about 15 kW, and more preferably at least about 20 kW. The assembly may further contain or be associated with a system for delivering and directing fluid to the desired location in the borehole, a system for reducing or controlling or managing debris in the laser beam path to the material surface, a means to control or manage the temperature of the optics, a means to control or manage the pressure surrounding the optics, and other components of the assembly, and monitoring and measuring equipment and apparatus, as well as, other types of downhole equipment that are used in conventional mechanical drilling operations. Further, the LBHA may incorporate a means to enable the optics to shape and propagate the beam which for example would include a means to control the index of refraction of the environment through which the laser is propagating. Thus, as used herein the terms control and manage are understood to be used in their broadest sense and would include active and passive measures as well as design choices and materials choices.


The LBHA should be construed to withstand the conditions found in boreholes including boreholes having depths of about 1,640 ft (0.5 km) or more, about 3,280 ft (1 km) or more, about 9,830 ft (3 km) or more, about 16,400 ft (5 km) or more, and up to and including about 22,970 ft (7 km) or more. While drilling, i.e. advancement of the borehole, is taking place the desired location in the borehole may have dust, drilling fluid, and/or cuttings present. Thus, the LBHA should be constructed of materials that can withstand these pressures, temperatures, flows, and conditions, and protect the laser optics that are contained in the LBHA. Further, the LBHA should be designed and engineered to withstand the downhole temperatures, pressures, and flows and conditions while managing the adverse effects of the conditions on the operation of the laser optics and the delivery of the laser beam.


The LBHA should also be constructed to handle and deliver high power laser energy at these depths and under the extreme conditions present in these deep downhole environments. Thus, the LBHA and its laser optics should be capable of handling and delivering laser beams having energies of 1 kW or more, 5 kW or more, 10 kW or more and 20 kW or more. This assembly and optics should also be capable of delivering such laser beams at depths of about 1,640 ft (0.5 km) or more, about 3,280 ft (1 km) or more, about 9,830 ft (3 km) or more, about 16,400 ft (5 km) or more, and up to and including about 22,970 ft (7 km) or more.


The LBHA should also be able to operate in these extreme downhole environments for extended periods of time. The lowering and raising of a bottom hole assembly has been referred to as tripping in and tripping out. While the bottom hole assembling is being tripped in or out the borehole is not being advanced. Thus, reducing the number of times that the bottom hole assembly needs to be tripped in and out will reduce the critical path for advancing the borehole, i.e., drilling the well, and thus will reduce the cost of such drilling. (As used herein the critical path referrers to the least number of steps that must be performed in serial to complete the well.) This cost savings equates to an increase in the drilling rate efficiency. Thus, reducing the number of times that the bottom hole assembly needs to be removed from the borehole directly corresponds to reductions in the time it takes to drill the well and the cost for such drilling. Moreover, since most drilling activities are based upon day rates for drilling rigs, reducing the number of days to complete a borehole will provided a substantial commercial benefit. Thus, the LBHA and its laser optics should be capable of handling and delivering laser beams having energies of 1 kW or more, 5 kW or more, 10 kW or more and 20 kW or more at depths of about 1,640 ft (0.5 km) or more, about 3,280 ft (1 km) or more, about 9,830 ft (3 km) or more, about 16,400 ft (5 km) or more, and up to and including about 22,970 ft (7 km) or more, for at least about ½ hr or more, at least about 1 hr or more, at least about 2 hours or more, at least about 5 hours or more, and at least about 10 hours or more, and preferably longer than any other limiting factor in the advancement of a borehole. In this way using the LBHA of the present invention could reduce tripping activities to only those that are related to casing and completion activities, greatly reducing the cost for drilling the well.


By way of example, and without limitation to other spot and beam parameters and combinations thereof, the LBHA and optics should be capable of creating and maintain the laser beam parameters set out in Table 1 in deep downhole environments.










TABLE 1





Example
Laser Beam Parameters

















1
Beam Spot Size
0.3585″, (0.0625″, (12.5 mm-



(circular or (elliptical))
0.5 mm), 0.1″,



Exposure Times
0.05 s, 0.1 s, 0.2 s, 0.5 s, 1 s



Time-average
0.25 kW, 0.5 kW, 1.6 kW, 3 kW, 5 kW



Power



2
Beam Type
CW/Collimated



Beam Spot Size
0.0625″ (12.5 mm × 0.5 mm), 0.1″



(circular or




(elliptical))




Power
0.25 kW, 0.5 kW, 1.6 kW, 3 kW, 5 kW


3
Beam Type
CW/Collimated and Pulsed at




Spallation Zones



Specific Power
Spallation zones (920 W/cm2 at




~2.6 kJ/cc for Sandstone & 4 kW/cm2




at ~0.52 kJ/cc for Limestone)



Beam Size
12.5 mm × 0.5 mm


4
Beam Type
CW/Collimated or Pulsed at




Spallation Zones



Specific Power
Spallation zones (~920 W/cm2 at




~2.6 kJ/cc for Sandstone & 4 kW/cm2




at ~0.52 kJ/cc for Limestone)



Beam Size
12.5 mm × 0.5 mm


5
Beam Type
CW/Collimated or Pulsed at




Spallation Zones



Specific Power
Spallation zones {~920 W/cm2 at




~2.6 kJ/cc for Sandstone & 4 kW/cm2




at ~0.52 kJ/cc for Limestone)



Beam Size
12.5 mm × 0.5 mm


6
Beam Type
CW/Collimated or Pulsed at Spallation




Zones



Specific Power
illumination zones {~10,000 W/cm2 at




−1 kJ/cc for Sandstone &




10,000 W/cm at ~5 kJ/cc for Limestone)



Beam Size
50 mm × 10 mm; 50 mm × 0.5 mm;




150 mm × 0.5 mm









In general, the energy distribution of the laser beam when it illuminates the material in the borehole to be removed, such as rock or casing, is important to maximizing the efficiency and rate of removal of material and the advancement of the borehole. The most desirable beam energy distribution is dependent upon, among other facts, the downhole conditions, the beam profile at the bottom of the borehole, the spot shape and whether the spot is rotated, scanned, fixed or a combination of these. Thus, various optical systems and combination of optics are provide herein to take a particular laser beam profile from the downhole end of a fiber and provided a desired output and energy profile on the borehole surface.


In FIGS. 1A and 1B, there is provided a graphic representation of an example of a laser beam—borehole surface interaction. Thus, there is shown a laser beam 1000, an area of beam illumination 1001, i.e., a spot (as used herein unless expressly provided otherwise the term “spot” is not limited to a circle), on a borehole wall or bottom 1002. There is further provided in FIG. 1B a more detailed representation of the interaction and a corresponding chart 1010 categorizing the stress created in the area of illumination. Chart 1010 provides von Mises Stress in σM 108 N/m2 wherein the cross hatching and shading correspond to the stress that is created in the illuminated area for a 30 mill-second illumination period, under down hole conditions of 2000 psi and a temperature of 150 F, with a beam having a fluence of 2 kW/cm2. Under these conditions the compressive strength of basalt is about 2.6×108 N/m2, and the cohesive strength is about 0.66×108 N/m2. Thus, there is shown a first area 1005 of relative high stress, from about 4.722 to 5.211×108 N/m2, a second area 1006 of relative stress at or exceeding the compressive stress of basalt under the downhole conditions, from about 2.766 to 3.255×108 N/m2, a third area 1007 of relative stress about equal to the compressive stress of basalt under the downhole conditions, from about 2.276 to 2.766×108 N/m2, a fourth area 1008 of relative lower stress that is below the compressive stress of basalt under the downhole conditions yet greater than the cohesive strength, from about 2.276 to 2.766×108 N/m2, and a fifth area 1009 of relative stress that is at or about the cohesive strength of basalt under the downhole conditions, from about 0.320 to 0.899×108 N/m2.


Accordingly, the profiles of the beam interaction with the borehole to obtain a maximum amount of stress in the borehole in an efficient manner, and thus, increase the rate of advancement of the borehole can be obtained. Thus, for example if an elliptical spot is rotated about its center point for a beam that is either uniform or Gaussian the energy deposition profile is illustrated in FIGS. 2A and 2B. Where the area of the borehole from the center point of the beam is shown as x and y axes 2001 and 2002 and the amount of energy deposited is shown on the z axis 2003. From this it is seen that inefficiencies are present in the deposition of energy to the borehole, with the outer sections of the borehole 2005 and 2006 being the limiting factor in the rate of advancement.


Thus, it is desirable to modify the beam deposition profile to obtain a substantially even and uniform deposition profile upon rotation of the beam. An example of such a preferred beam deposition profile is provided in FIGS. 3A and 3B, where FIG. 3A shows the energy deposition profile with no rotation, and FIG. 3B shows the energy deposition profile when the beam profile of 3A is rotated through one rotation, i.e., 360 degrees; having x and y axes 3001 and 3002 and energy on z axis 3003. This energy deposition distribution would be considered substantially uniform.


To obtain this preferable beam energy profile there are provided examples of optical assemblies that may be used with a LBHA. Thus, Example 1 is illustrated in FIGS. 4A to 4D, having x and y axes 4001 and 4002 and z axis 4003, wherein there is provided a laser beam 4005 having a plurality of rays 4007. The laser beam 4005 enters an optical assembly 4020, having a collimating lens 4009, having input curvature 4011 and an output curvature 4013. There is further provided an axicon lens 4015 and a window 4017. The optical assembly of Example 1 would provide a desired beam intensity profile from an input beam having a substantially Gaussian, Gaussian, or super-Gaussian distribution for applying the beam spot to a borehole surface 4030.


Example 2 is illustrated in FIG. 5 and has an optical assembly 5020 for providing the desired beam intensity profile of FIG. 3A and energy deposition of FIG. 3B to a borehole surface from a laser beam having a uniform distribution. Thus, there is provided in Example 2 a laser beam 5005 having a uniform profile and rays 5007, that enters a spherical lens 5013, which collimates the output of the laser from the downhole end of the fiber, the beam then exits 5013 and enters a toroidal lens 5015, which has power in the x-axis to form the minor-axis of the elliptical beam. The beam then exits 5015 and enters a pair of aspherical toroidal lens 5017, which has power in the y-axis to map the y-axis intensity profiles form the pupil plane to the image plane. The beam then exits the lens 5017 and enters flat window 5019, which protects the optics from the outside environment.


Example 3 is illustrated in FIG. 6, which provides a further optical assembly for providing predetermined beam energy profiles. Thus, there is provided a laser beam 6005 having rays 6007, which enters collimating lens 6009, spot shape forming lens 6011, which is preferably an ellipse, and a micro optic array 6013. The micro optic array 6013 may be a micro-prism array, or a micro lens array. Further the micro optic array may be specifically designed to provide a predetermined energy deposition profile, such as the profile of FIG. 3.


Example 4 is illustrated in FIG. 7, which provides an optical assembly for providing a predetermined beam pattern. Thus, there is provided a laser beam 7005, exiting the downhole end of fiber 7040, having rays 6007, which enters collimating lens 6009, a diffractive optic 7011, which could be a micro optic, or a corrective optic to a micro optic, that provides pattern 7020, which may but not necessary pass through reimaging lens 7013, which provides pattern 7021.


There is further provided shot patterns for illuminating a borehole surface with a plurality of spots in a multi-rotating pattern. Accordingly in FIG. 8 there is provided a first pair of spots 8003, 8005, which illuminate the bottom surface 8001 of the borehole. The first pair of spots rotate about a first axis of rotation 8002 in the direction of rotation shown by arrow 8004 (the opposite direction of rotation is also contemplated herein). There is provided a second pair of spots 8007, 8009, which illuminate the bottom surface 8001 of the borehole. The second pair of shots rotate about axis 8006 in the direction of rotation shown by arrow 8008 (the opposite direction of rotation is also contemplated herein). The distance between the spots in each pair of spots may be the same or different. The first and second axis of rotation simultaneously rotate around the center of the borehole 8012 in a rotational direction, shown by arrows 8012, that is preferably in counter-rotation to the direction of rotation 8008, 8004. Thus, preferably although not necessarily, if 8008 and 8004 are clockwise, then 8012 should be counter-clockwise. This shot pattern provides for a substantially uniform energy deposition.


There is illustrated in FIG. 9 an elliptical shot pattern of the general type discussed with respect to Examples 1 to 3 having a center 9001, a major axis 9002, a minor axis 9003 and is rotated about the center. In this way the major axis of the spot would generally correspond to the diameter of the borehole, ranging from any known or contemplated diameters such as about 30, 20, 17½, 13⅜, 12¼, 9⅝, 8½, 7, and 6¼ inches.


There is further illustrated in FIG. 10 a rectangular shaped spot 1001 that would be rotated around the center of the borehole. There is illustrated in FIG. 11 a pattern 1101 that has a plurality of individual shots 1102 that may be rotated, scanned or moved with respect to the borehole to provide the desired energy deposition profile. The is further illustrated in FIG. 12 a squared shot 1201 that is scanned 1201 in a raster scan matter along the bottom of the borehole, further a circle, square or other shape shot may be scanned.


The LBHA, by way of example, may include one or more optical manipulators. An optical manipulator may generally control a laser beam, such as by directing or positioning the laser beam to remove material, such as rock. In some configurations, an optical manipulator may strategically guide a laser beam to remove material, such as rock. For example, spatial distance from a borehole wall or rock may be controlled, as well as impact angle. In some configurations, one or more steerable optical manipulators may control the direction and spatial width of the one or more laser beams by one or more reflective mirrors or crystal reflectors. In other configurations, the optical manipulator can be steered by, but steering means not being limited to, an electro-optic switch, electroactive polymers, galvonometers, piezoelectrics, rotary/linear motors, and/or active-phase control of an array of sources for electronic beam steering. In at least one configuration, an infrared diode laser or fiber laser optical head may generally rotate about a vertical axis to increase aperture contact length. Various programmable values such as specific energy, specific power, pulse rate, duration and the like may be implemented as a function of time. Thus, where to apply energy may be strategically determined, programmed and executed so as to enhance a rate of penetration, the efficiency of borehole advancement, and/or laser/rock interaction. One or more algorithms may be used to control the optical manipulator.


The LBHA and optics, in at least one aspect, provide that a beam spot pattern and continuous beam shape may be formed by a refractive, reflective, diffractive or transmissive grating optical element. refractive, reflective, diffractive or transmissive grating optical elements may be made, but are not limited to being made, of fused silica, quartz, ZnSe, Si, GaAs, polished metal, sapphire, and/or diamond. These may be, but are not limited to being, optically coated with the said materials to reduce or enhance the reflectivity.


In accordance with one or more aspects, one or more fiber optic distal fiber ends may be arranged in a pattern. The multiplexed beam shape may comprise a cross, an x shape, a viewfinder, a rectangle, a hexagon, lines in an array, or a related shape where lines, squares, and cylinders are connected or spaced at different distances.


In accordance with one or more aspects, one or more refractive lenses, diffractive elements, transmissive gratings, and/or reflective lenses may be added to focus, scan, and/or change the beam spot pattern from the beam spots emitting from the fiber optics that are positioned in a pattern. One or more refractive lenses, diffractive elements, transmissive gratings, and/or reflective lenses may be added to focus, scan, and/or change the one or more continuous beam shapes from the light emitted from the beam shaping optics. A collimator may be positioned after the beam spot shaper lens in the transversing optical path plane. The collimator may be an aspheric lens, spherical lens system composed of a convex lens, thick convex lens, negative meniscus, and bi-convex lens, gradient refractive lens with an aspheric profile and achromatic doublets. The collimator may be made of the said materials, fused silica, ZnSe, SF glass, or a related material. The collimator may be coated to reduce or enhance reflectivity or transmission. Said optical elements may be cooled by a purging liquid or gas.


In some aspects, the one or more fiber optics with one or more said optical elements and beam shaping optics may be steered in the z-direction to keep the focal path constant and rotated by a stepper motor, servo motors, piezoelectric motors, liquid or gas actuator motor, and electro-optics switches. The z-axis may be controlled by the drill string or mechanical standoff. The steering may be mounted to one or more stepper rails, gantry's, gimbals, hydraulic line, elevators, pistons, springs. The one or more fiber optics with one or more fiber optics with one or more said beam shaping optics and one or more collimator's may be rotated by a stepper motor, servo motors, piezoelectric motors, liquid or gas actuator motor, and electro-optic switch. The steering may be mounted to one or more stepper rails, gantry's, gimbals, hydraulic line, elevators, pistons, springs.


In some aspects, the fiber optics and said one or more optical elements lenses and beam shaping optics may be encased in a protective optical head made of, for example, the materials steel, chrome-moly steel, steel cladded with hard-face materials such as an alloy of chromium-nickel-cobalt, titanium, tungsten carbide, diamond, sapphire, or other suitable materials known to those in the art which may have a transmissive window cut out to emit the light through the optical head.


In accordance with one or more aspects, a laser source may be coupled to a plurality of optical fiber bundles with the distal end of the fiber arranged to combine fibers together to form bundle pairs, such that the power density through one fiber bundle pair is within the material removal zone and one or more beam spots illuminate the material, such as rock with the bundle pairs arranged in a pattern to remove or displace the rock formation.


In accordance with one or more aspects, the pattern of the bundle pairs may be spaced in such a way that the light from the fiber bundle pairs emerge in one or more beam spot patterns that comprise the geometry of a rectangular grid, a circle, a hexagon, a cross, a star, a bowtie, a triangle, multiple lines in an array, multiple lines spaced a distance apart non-linearly, an ellipse, two or more lines at an angle, or a related shape. The pattern of the bundle pairs may be spaced in such a way that the light from the fiber bundles emerge as one or more continuous beam shapes that comprise above geometries. A collimator may be positioned at a said distance in the same plane below the distal end of the fiber bundle pairs. One or more beam shaping optics may be positioned at a distance in the same plane below the distal end of the fiber bundle pairs. An optical element such as a non-axis-symmetric lens may be positioned at a said distance in the same plane below the distal end of the fiber bundle pairs. Said optical elements may be positioned at an angle to the rock formation and rotated on an axis.


In accordance with one or more aspects, the distal fiber end made up of fiber bundle pairs may be steered in the X,Y,Z, planes and rotationally using a stepper motor, servo motors, piezoelectric motors, liquid or gas actuator motor. The distal fiber end may be made up of fiber bundle pairs being steered with a collimator or other optical element, which could be an objective, such as a non-axis-symmetric optical element. The steering may be mounted to one or more mechanical, hydraulic, or electro-mechanical element to move the optical element. The distal end of fiber bundle pairs, and optics may be protected as described above. The optical fibers may be single-mode and/or multimode. The optical fiber bundles may be composed of single-mode and/or multimode fibers.


In some aspects, the optical fibers may be entirely constructed of glass, hollow core photonic crystals, and/or solid core photonic crystals. The optical fibers may be jacketed with materials such as, polyimide, acrylate, carbon polyamide, or carbon/dual acrylate. Light may be sourced from a diode laser, disk laser, chemical laser, fiber laser, or fiber optic source is focused by one or more positive refractive lenses. Further, examples of fibers useful for the transmission of high powered laser energy over long distance in conjunction with the present invention are provided in patent application Ser. No. 12/544,136 filed contemporaneously herewith the disclosure of which is incorporated herein.


In at least one aspect, the positive refractive lens types may include, a non-axis-symmetric optic such as a piano-convex lens, a biconvex lens, a positive meniscus lens, or a gradient refractive index lens with a piano-convex gradient profile, a biconvex gradient profile, or positive meniscus gradient profile to focus one or more beams spots to the rock formation. A positive refractive lens may be comprised of the materials, fused silica, sapphire, ZnSe, or diamond. Said refractive lens optical elements can be steered in the light propagating plane to increase/decrease the focal length. The light output from the fiber optic source may originate from a plurality of one or more optical fiber bundle pairs forming a beam shape or beam spot pattern and propagating the light to the one or more positive refractive lenses.


It is readily understood in the art that the terms lens and optic(al) elements, as used herein is used in its broadest terms and thus may also refer to any optical elements with power, such as reflective, transmissive or refractive elements,


In some aspects, the refractive positive lens may be a microlens. The microlens can be steered in the light propagating plane to increase/decrease the focal length as well as perpendicular to the light propagating plane to translate the beam. The microlens may receive incident light to focus to multiple foci from one or more optical fibers, optical fiber bundle pairs, fiber lasers, diode lasers; and receive and send light from one or more collimators, positive refractive lenses, negative refractive lenses, one or more mirrors, diffractive and reflective optical beam expanders, and prisms.


In some aspects, a diffractive optical element beam splitter could be used in conjunction with a refractive lens. The diffractive optical element beam splitter may form double beam spots or a pattern of beam spots comprising the shapes and patterns set forth above.


In at least one aspect, the positive refractive lens may focus the multiple beam spots to multiple foci. To remove or displace the rock formation.


In accordance with one or more aspects, a collimator lens may be positioned in the same plane and in front of a refractive or reflective diffraction beam splitter to form a beam spot pattern or beam shape; where a beam expander feeds the light into the collimator. The optical elements may be positioned in the X,Y,Z plane and rotated mechanically.


In accordance with one or more aspects, the laser beam spot to the transversing mirror may be controlled by a beam expander. The beam expander may expand the size of the beam and send the beam to a collimator and then to a scanner of two mirrors positioning the laser beam in the XY, YZ, or XZ axis. A beam expander may expand the size of the beam and sends the beam to a collimator, then to a diffractive or reflective optical element, and then to a scanner of two mirrors positioning the laser beam in the XY, YZ, or XZ axis. A beam expander may expand the size of the beam and send the beam to a beam splitter attached behind a positive refractive lens, that splits the beam and focuses is, to a scanner of two mirrors positioning the laser beam in the XY, YZ, or XZ axis.


In some aspects, the material, such as a rock surface may be imaged by a camera downhole. Data received by the camera may be used to remove or displace the rock. Further spectroscopy may be used to determine the rock morphology, which information may be used to determine process parameters for removal of material.


In at least one aspect, a gas or liquid purge is employed. The purge gas or liquid may remove or displace the cuttings, rock, or other debris from the borehole. The fluid temperature may be varied to enhance rock removal, and provide cooling.


In accordance with some embodiments, one or more beam shaping optics may generate one or more beam spot lines, circles or squares from the light emitted by one or more fiber optics or fiber optic bundles. The beam shapes generated by a beam shaper may comprise of being Gaussian, a circular top-hat ring, or line, or rectangle, a polynomial towards the edge ring, or line, or rectangle, a polynomial towards the center ring, or line, or rectangle, a X or Y axis polynomial in a ring, or line, or rectangle, or a asymmetric beam shape beams. One or more beam shaping optics can be positioned in a pattern to form beam shapes. In another embodiment, an optic can be positioned to refocus light from one or more fiber optics or plurality of fiber optics. The optic can be positioned after the beam spot shaper lens to increase the working distance. In another embodiment, diffractive or reflective optical element may be positioned in front of one or more fiber optics or plurality of fiber optics. A positive refractive lens may be added after the diffractive or reflective optical element to focus the beam pattern or shape to multiple foci.


Refractive optics that are useful and may be employed with the present invention include but are not limited to: (i) negative lenses, such as biconcave, plano-concave, negative meniscus, or a gradient refractive index with a piano-concave profile, biconvex, or negative meniscus; and, positive lenses such as one or more positive refractive lens profiles may comprise of biconvex, positive meniscus, or gradient refractive index lens with a plano-convex gradient profile, a biconvex gradient profile, or positive meniscus, such refractive lenses may be flat, cylindrical, spherical, aspherical, or a molded shape. The refractive lens material may be made of any desired material, such as fused silica, ZnSe, sapphire, quartz or diamond.


One or more embodiments may generally include one or more features to protect the optical element system and/or fiber laser downhole. In accordance with one or more embodiments, reflective and refractive lenses may include a cooling system, such as a fluid jet associated with the optics.


In accordance with one or more embodiments, the one or more lasers, fibers, or plurality of fiber bundles and the optical element systems to generate one or more beam spots, shape, or patterns from the above light emitting sources forming an optical head may be protected from downhole pressure and environments by being encased in an appropriate material. Such materials may include steel, titanium, diamond, tungsten carbide, composites and the like as well as the other materials provided herein and known to those skilled in the art. A transmissive window may be made of a material that can withstand the downhole environment, while retaining transmissive qualities. One such material may be sapphire or other materials with similar qualities. An optical head may be entirely encased by sapphire. In at least one embodiment, the optical head may be made of diamond, tungsten carbide, steel, and titanium other than part where the laser beam is emitted.


In accordance with one or more embodiments, the fiber optics forming a pattern can send any desired amount of power. In some non-limiting embodiments, fiber optics may send up to 10 kW or more per a fiber. The fibers may transmit any desired wavelength. In some embodiments, the range of wavelengths the fiber can transmit may preferably be between about 800 nm and 2100 nm. The fiber can be connected by a connector to another fiber to maintain the proper fixed distance between one fiber and neighboring fibers. For example, fibers can be connected such that the beam spot from neighboring optical fibers when irradiating the material, such as a rock surface are non-overlapping to the particular optical fiber. The fiber may have any desired core size. In some embodiments, the core size may range from about 50 microns to 600 microns. The fiber can be single mode or multimode. If multimode, the numerical aperture of some embodiments may range from 0.1 to 0.6. A lower numerical aperture may be preferred for beam quality, and a higher numerical aperture may be easier to transmit higher powers with lower interface losses. In some embodiments, a fiber laser emitted light at wavelengths comprised of 1060 nm to 1080 nm, 1530 nm to 1600 nm, 1800 nm to 2100 nm, diode lasers from 400 nm to 1600 nm, CO2 Laser at 110,600 nm, or Nd:YAG Laser emitting at 1064 nm can couple to the optical fibers. In some embodiments, the fiber can have a low water content. The fiber can be jacketed, such as with polyimide, acrylate, carbon polyamide, and carbon/dual acrylate or other material. If requiring high temperatures, a polyimide or a derivative material may be used to operate at temperatures over 300 degrees Celsius. By way of example, the fibers may be a fused silica step index fiber, a hollow core fiber, such as a hollow core photonic crystal, or solid core fiber, such as a solid core photonic crystal, or combinations of these. In some embodiments, using hollow core photonic crystal fibers at wavelengths of 1500 nm or higher may minimize absorption losses.


The use of the plurality of optical fibers can be bundled into a number of configurations to improve power density. The optical fibers forming a bundle may range from two fibers at hundreds of watts to kilowatt powers in each fiber to millions of fibers at milliwatts or microwatts of power.


In accordance with one or more embodiments, one or more diode lasers can be sent downhole with an optical element system to form one or more beam spots, shapes, or patterns. In some embodiments, more than one diode laser may couple to fiber optics, where the fiber optics or a plurality of fiber optic bundles form a pattern of beam spots irradiating the material, such as a rock surface.


Thus, by way of example, an LBHA that may employ the optical assemblies of the present invention or provide a laser beam with energy profiles of the present invention is illustrated in FIGS. 13A and B, which are collectively referred as FIG. 1. Thus, there is provided a LBHA 1340, which has an upper part 1300 and a lower part 1301. The upper part 1300 has housing 1318 and the lower part 1301 has housing 1319. The LBHA 1340, the upper part 1300, the lower part 1301 and in particular the housings 1318, 1319 should be constructed of materials and designed structurally to withstand the extreme conditions of the deep downhole environment and protect any of the components that are contained within them.


The upper part 1300 may be connected to the lower end of the coiled tubing, drill pipe, or other means to lower and retrieve the LBHA 1340 from the borehole. Further, it may be connected to stabilizers, drill collars, or other types of downhole assemblies (not shown in the figure), which in turn are connected to the lower end of the coiled tubing, drill pipe, or other means to lower and retrieve the LBHA 1340 from the borehole. The upper part 1300 further contains, is connect to, or otherwise optically associated with the means 1302 that transmitted the high power laser beam down the borehole so that the beam exits the lower end 1303 of the means 1302 and ultimately exist the LBHA 1340 to strike the intended surface of the borehole. The beam path of the high power laser beam is shown by arrow 1315. In FIG. 1 the means 1302 is shown as a single optical fiber. The upper part 1300 may also have air amplification nozzles 1305 that discharge the drilling fluid, for example N2, to among other things assist in the removal of cuttings up the borehole.


The upper part 1300 further is attached to, connected to or otherwise associated with a means to provide rotational movement 1310. Such means, for example, would be a downhole motor, an electric motor or a mud motor. The motor may be connected by way of an axle, drive shaft, drive train, gear, or other such means to transfer rotational motion 1311, to the lower part 1301 of the LBHA 1340. It is understood, as shown in the drawings for purposes of illustrating the underlying apparatus, that a housing or protective cowling may be placed over the drive means or otherwise associated with it and the motor to protect it form debris and harsh downhole conditions. In this manner the motor would enable the lower part 1301 of the LBHA 1340 to rotate. An example of a mud motor is the CAVO 1.7″ diameter mud motor. This motor is about 7 ft long and has the following specifications: 7 horsepower @110 ft-lbs full torque; motor speed 0-700 rpm; motor can run on mud, air, N2, mist, or foam; 180 SCFM, 500-800 psig drop; support equipment extends length to 12 ft; 10:1 gear ratio provides 0-70 rpm capability; and has the capability to rotate the lower part 1301 of the LBHA through potential stall conditions.


The upper part 1300 of the LBHA 1340 is joined to the lower part 1301 with a sealed chamber 1304 that is transparent to the laser beam and forms a pupil plane 1320 to permit unobstructed transmission of the laser beam to the beam shaping optics 1306 in the lower part 1301. The lower part 1301 is designed to rotate. The sealed chamber 1304 is in fluid communication with the lower chamber 1301 through port 1314. Port 1314 may be a one way valve that permits clean transmissive fluid and preferably gas to flow from the upper part 1300 to the lower part 1301, but does not permit reverse flow, or if may be another type of pressure and/or flow regulating value that meets the particular requirements of desired flow and distribution of fluid in the downhole environment. Thus, for example there is provided in FIG. 1 a first fluid flow path, shown by arrows 1316, and a second fluid flow path, shown by arrows 1317. In the example of FIG. 13 the second fluid flow path is a laminar flow, however, other non-laminar flows and low turbulent flows are permissible.


The lower part 1301 has a means for receiving rotational force from the motor 1310, which in the example of the figure is a gear 1312 located around the lower part housing 1319 and a drive gear 1313 located at the lower end of the axle 1311. Other means for transferring rotational power may be employed or the motor may be positioned directly on the lower part. It being understood that an equivalent apparatus may be employed which provide for the rotation of the portion of the LBHA to facilitate rotation or movement of the laser beam spot while that he same time not providing undue rotation, or twisting forces, to the optical fiber or other means transmitting the high power laser beam down the hole to the LBHA. In his way laser beam spot can be rotated around the bottom of the borehole. The lower part 1301 has a laminar flow outlet 1307 for the fluid to exit the LBHA 1300, and two hardened rollers 1308, 1309 at its lower end.


The two hardened rollers may be made of a stainless steel or a steel with a hard face coating such as tungsten carbide, chromium-cobalt-nickel alloy, or other similar materials. They may also contain a means for mechanically cutting rock that has been thermally degraded by the laser. They may range in length from about 1 in to about 4 inches and preferably are about 2-3 inches and may be as large as or larger than 6 inches. (Length as used herein refers to the longest dimension of the roller.) Moreover in LBHAs for drilling larger diameter boreholes they may be in the range of 6 to 10-20 to 30 inches in diameter.


Thus, FIG. 13 provides for a high power laser beam path 1315 that enters the LBHA 1340, travels through beam spot shaping optics 1306, and then exits the LBHA to strike its intended target on the surface of a borehole. Further, although it is not required, the beam spot shaping optics may also provide a rotational element to the spot, and if so, would be considered to be beam rotational and shaping spot optics.


In use the high energy laser beam, for example greater than 15 kW, would enter the LBHA 1300, travel down fiber 1302, exit the end of the fiber 1303 and travel through the sealed chamber 1304 and pupil plane 1320 into the optics 1306, where it would be shaped and focused into a spot, the optics 1306 would further rotate the spot. The laser beam would then illuminate, in a potentially rotating manner, the bottom of the borehole spalling, chipping melting and/or vaporizing the rock and earth illuminated and thus advance the borehole. The lower part would be rotating and this rotation would further cause the rollers 1308, 1309 to physically dislodge any material that was effected by the laser or otherwise sufficiently fixed to not be able to be removed by the flow of the drilling fluid alone.


The cuttings would be cleared from the laser path by the flow of the fluid along the path 1317, as well as, by the action of the rollers 2008, 2009 and the cuttings would then be carried up the borehole by the action of the drilling fluid from the air amplifiers 1305, as well as, the laminar flow opening 1307.


It is understood that the configuration of the LBHA is FIG. 13 is by way of example and that other configurations of its components are available to accomplish the same results. Thus, the motor may be located in the lower part rather than the upper part, the motor may be located in the upper part but only turn the optics in the lower part and not the housing. The optics may further be located in both the upper and lower parts, which the optics for rotation being positioned in that part which rotates. The motor may be located in the lower part but only rotate the optics and the rollers. In this later configuration the upper and lower parts could be the same, i.e., there would only be one part to the LBHA. Thus, for example the inner portion of the LBHA may rotate while the outer portion is stationary or vice versa, similarly the top and/or bottom portions may rotate or various combinations of rotating and non-rotating components may be employed, to provide for a means for the laser beam spot to be moved around the bottom of the borehole.


In general, and by way of further example, the LBHA may comprise a housing, which may by way of example, be made up of sub-housings. These sub-housings may be integral, they may be separable, they may be removably fixedly connected, they may be rotatable, or there may be any combination of one or more of these types of relationships between the sub-housings. The LBHA may be connected to the lower end of the coiled tubing, drill pipe, or other means to lower and retrieve the LBHA from the borehole. Further, it may be connected to stabilizers, drill collars, or other types of downhole assemblies, which in turn are connected to the lower end of the coiled tubing, drill pipe, or other means to lower and retrieve the bottom hole assembly from the borehole. The LBHA has associated therewith a means that transmitted the high power energy from down the borehole.


The LBHA may also have associated with, or in, it means to handle and deliver drilling fluids. These means may be associated with some or all of the sub-housings. There are further provided mechanical scraping means, e.g. a PDC bit, to remove and/or direct material in the borehole, although other types of known bits and/or mechanical drilling heads by also be employed in conjunction with the laser beam. These scrapers or bits may be mechanically interacted with the surface or parts of the borehole to loosen, remove, scrap or manipulate such borehole material as needed. These scrapers may be from less than about 1 inch to about 20 inches or more in length. These types of mechanical means which may be crushing, cutting, gouging scraping, grinding, pulverizing, and shearing tools, or other tools used for mechanical removal of material from a borehole, may be employed in conjunction with or association with a LBHA. As used herein the “length” of such tools refers to its longest dimension. In use the high energy laser beam, for example greater than 15 kW, would travel down the fibers through optics and then out the lower end of the LBHA to illuminate the intended part of the borehole, or structure contained therein, spalling, chipping, melting and/or vaporizing the material so illuminated and thus advance the borehole or otherwise facilitating the removal of the material so illuminated.


The optics 1306 should be selected to avoid or at least minimize the loss of power as the laser beam travels through them. The optics should further be designed to handle the extreme conditions present in the downhole environment, at least to the extent that those conditions are not mitigated by the housing 1319. The optics may provide laser beam spots of differing power distributions and shapes as set forth herein above. The optics may further provide a single spot or multiple spots as set forth herein above. Further examples and teaching of LBHAs are disclosed in greater detail in co-pending U.S. patent application Ser. No. 12/544,038, and Ser. No. 12/543,968 filed contemporaneously herewith, the disclosures of which are incorporate herein by reference in their entirety.


In general, the output at the end of the fiber cable may consist of one or many optical fibers. The beam shape at the rock once determined can be created by either reimaging the fiber (bundle), collimating the fiber (bundle) and then transforming it to the Fourier plane to provide a homogeneous illumination of the rock surface, or after collimation a diffractive optic, micro-optic or axicon array could be used to create the beam patterned desired. This beam pattern can be applied directly to the rock surface or reimaged, or Fourier transformed to the rock surface to achieve the desired pattern. The processing head may include a dichroic splitter to allow the integration of a camera or a fiber optic imaging system monitoring system into the processing head to allow progress to be monitored and problem to be diagnosed.


Drilling may be conducted in a dry environment or a wet environment. An important factor is that the path from the laser to the rock surface should be kept as clear as practical of debris and dust particles or other material that would interfere with the delivery of the laser beam to the rock surface. The use of high brightness lasers provides another advantage at the process head, where long standoff distances from the last optic to the work piece are important to keeping the high pressure optical window clean and intact through the drilling process. The beam can either be positioned statically or moved mechanically, opto-mechanically, electro-optically, electromechanically, or any combination of the above to illuminate the earth region of interest.


Thus, in general, and by way of example, there is provided in FIG. 14 a high efficiency laser drilling system, including an LBHA, which may use the optics of the present invention and which may employ the laser shot patterns, and energy deposition profiles of the present invention. Such systems are disclosed in greater detail in co-pending U.S. patent application Ser. No. 12/544,136, filed contemporaneously herewith, the disclosure of which is incorporate herein by reference in its entirety.


Thus, in general, and by way of example, there is provided in FIG. 14 a high efficiency laser drilling system 1400 for creating a borehole 1401 in the earth 1402. As used herein the term “earth” should be given its broadest possible meaning (unless expressly stated otherwise) and would include, without limitation, the ground, all natural materials, such as rocks, and artificial materials, such as concrete, that are or may be found in the ground, including without limitation rock layer formations, such as, granite, basalt, sandstone, dolomite, sand, salt, limestone, rhyolite, quartzite and shale rock.



FIG. 14 provides a cut away perspective view showing the surface of the earth 1430 and a cut away of the earth below the surface 1402. In general and by way of example, there is provided a source of electrical power 1403, which provides electrical power by cables 1404 and 1405 to a laser 1406 and a chiller 1407 for the laser 1406. The laser provides a laser beam, i.e., laser energy, that can be conveyed by a laser beam transmission means 1408 to a spool of coiled tubing 1409. A source of fluid 1410 is provided. The fluid is conveyed by fluid conveyance means 1411 to the spool of coiled tubing 1409.


The spool of coiled tubing 1409 is rotated to advance and retract the coiled tubing 1412. Thus, the laser beam transmission means 1408 and the fluid conveyance means 1411 are attached to the spool of coiled tubing 1409 by means of rotating coupling means 1413. The coiled tubing 1412 contains a means to transmit the laser beam along the entire length of the coiled tubing, i.e., “long distance high power laser beam transmission means,” to the bottom hole assembly, 1414. The coiled tubing 1412 also contains a means to convey the fluid along the entire length of the coiled tubing 1412 to the bottom hole assembly 1414.


Additionally, there is provided a support structure 1415, which for example could be derrick, crane, mast, tripod, or other similar type of structure. The support structure holds an injector 1416, to facilitate movement of the coiled tubing 1412 in the borehole 1401. As the borehole is advance to greater depths from the surface 1430, the use of a diverter 1417, a blow out preventer (BOP) 1418, and a fluid and/or cutting handling system 1419 may become necessary. The coiled tubing 1412 is passed from the injector 1416 through the diverter 1417, the BOP 1418, a wellhead 1420 and into the borehole 1401.


The fluid is conveyed to the bottom 1421 of the borehole 1401. At that point the fluid exits at or near the bottom hole assembly 1414 and is used, among other things, to carry the cuttings, which are created from advancing a borehole, back up and out of the borehole. Thus, the diverter 1417 directs the fluid as it returns carrying the cuttings to the fluid and/or cuttings handling system 1419 through connector 1422. This handling system 1419 is intended to prevent waste products from escaping into the environment and either vents the fluid to the air, if permissible environmentally and economically, as would be the case if the fluid was nitrogen, returns the cleaned fluid to the source of fluid 1410, or otherwise contains the used fluid for later treatment and/or disposal.


The BOP 1418 serves to provide multiple levels of emergency shut off and/or containment of the borehole should a high-pressure event occur in the borehole, such as a potential blow-out of the well. The BOP is affixed to the wellhead 1420. The wellhead in turn may be attached to casing. For the purposes of simplification the structural components of a borehole such as casing, hangers, and cement are not shown. It is understood that these components may be used and will vary based upon the depth, type, and geology of the borehole, as well as, other factors.


The downhole end 1423 of the coiled tubing 1412 is connect to the bottom hole assembly 1414. The bottom hole assemble 1414 contains optics for delivering the laser beam 1424 to its intended target, in the case of FIG. 4, the bottom 1421 of the borehole 1401. The bottom hole assemble 1414, for example, also contains means for delivering the fluid.


Thus, in general this system operates to create and/or advance a borehole by having the laser create laser energy in the form of a laser beam. The laser beam is then transmitted from the laser through the spool and into the coiled tubing. At which point, the laser beam is then transmitted to the bottom hole assembly where it is directed toward the surfaces of the earth and/or borehole. Upon contacting the surface of the earth and/or borehole the laser beam has sufficient power to cut, or otherwise effect, the rock and earth creating and/or advancing the borehole. The laser beam at the point of contact has sufficient power and is directed to the rock and earth in such a manner that it is capable of borehole creation that is comparable to or superior to a conventional mechanical drilling operation. Depending upon the type of earth and rock and the properties of the laser beam this cutting occurs through spalling, thermal dissociation, melting, vaporization and combinations of these phenomena.


Although not being bound by the present theory, it is presently believed that the laser material interaction entails the interaction of the laser and a fluid or media to clear the area of laser illumination. Thus the laser illumination creates a surface event and the fluid impinging on the surface rapidly transports the debris, i.e. cuttings and waste, out of the illumination region. The fluid is further believed to remove heat either on the macro or micro scale from the area of illumination, the area of post-illumination, as well as the borehole, or other media being cut, such as in the case of perforation.


The fluid then carries the cuttings up and out of the borehole. As the borehole is advanced the coiled tubing is unspooled and lowered further into the borehole. In this way the appropriate distance between the bottom hole assembly and the bottom of the borehole can be maintained. If the bottom hole assembly needs to be removed from the borehole, for example to case the well, the spool is wound up, resulting in the coiled tubing being pulled from the borehole. Additionally, the laser beam may be directed by the bottom hole assembly or other laser directing tool that is placed down the borehole to perform operations such as perforating, controlled perforating, cutting of casing, and removal of plugs. This system may be mounted on readily mobile trailers or trucks, because its size and weight are substantially less than conventional mechanical rigs.


There is provided by way of examples illustrative and simplified plans of potential drilling scenarios using the laser drilling systems and apparatus of the present invention.












Drilling Plan Example 1















Drilling






type/Laser






power down




Depth
Rock type
hole







Drill 17½
Surface-3000 ft
Sand and
Conventional



inch hole

shale
mechanical






drilling



Run 13⅜
Length 3000 ft





inch casing






Drill 12 1/4
3000 ft-8,000 ft
basalt
40 kW



inch hole


(minimum)



Run 9⅝
Length 8,000 ft





inch casing






Drill 8 1/2
8,000 ft-11,000 ft
limestone
Conventional



inch hole


mechanical






drilling



Run 7 inch
Length 11,000 ft





casing






Drill 6 1/4
11,000 ft-14,000 ft
Sand stone
Conventional



inch hole


mechanical






drilling



Run 5 inch
Length 3000 ft





liner




















Drilling Plan Example 2















Drilling






type/Laser






power down




Depth
Rock type
hole







Drill 17½
Surface-500 ft
Sand and
Conventional



inch hole

shale
mechanical






drilling



Run 13⅜
Length 500 ft





casing






Drill 12 1/4
500 ft-4,000 ft
granite
40 kW



hole


(minimum)



Run 9⅝
Length 4,000 ft





inch casing






Drill 8 1/2
4,000 ft-11,000 ft
basalt
20 kW



inch hole


(minimum)



Run 7 inch
Length 11,000 ft





casing






Drill 6 1/4
11,000 ft-14,000 ft
Sand stone
Conventional



inch hole


mechanical






drilling



Run 5 inch
Length 3000 ft





liner










In accordance with one or more aspects, a method for laser drilling using an optical pattern to chip rock formations is disclosed. The method may comprise irradiating the rock to spall, melt, or vaporize with one or more lasing beam spots, beam spot patterns and beam shapes at non-overlapping distances and timing patterns to induce overlapping thermal rock fractures that cause rock chipping of rock fragments. Single or multiple beam spots and beam patterns and shapes may be formed by refractive and reflective optics or fiber optics. The optical pattern, the pattern's timing, and spatial distance between non-overlapping beam spots and beam shapes may be controlled by the rock type thermal absorption at specific wavelength, relaxation time to position the optics, and interference from rock removal.


In some aspects, the lasing beam spot's power is either not reduced, reduced moderately, or fully during relaxation time when repositioning the beam spot on the rock surface. To chip the rock formation, two lasing beam spots may scan the rock surface and be separated by a fixed position of less than 2″ and non-overlapping in some aspects. Each of the two beam spots may have a beam spot area in the range between 0.1 cm2 and 25 cm2. The relaxation times when moving the two lasing beam spots to their next subsequent lasing locations on the rock surface may range between 0.05 ms and 2 s. When moving the two lasing beam spots to their next position, their power may either be not reduced, reduced moderately, or fully during relaxation time.


In accordance with one or more aspects, a beam spot pattern may comprise three or more beam spots in a grid pattern, a rectangular grid pattern, a hexagonal grid pattern, lines in an array pattern, a circular pattern, a triangular grid pattern, a cross grid pattern, a star grid pattern, a swivel grid pattern, a viewfinder grid pattern or a related geometrically shaped pattern. In some aspects, each lasing beam spot in the beam spot pattern has an area in the range of 0.1 cm2 and 25 cm2. To chip the rock formation all the neighboring lasing beam spots to each lasing beam spot in the beam spot pattern may be less than a fixed position of 2″ and non-overlapping in one or more aspects.


In some aspects, more than one beam spot pattern to chip the rock surface may be used. The relaxation times when positioning one or more beam spot patterns to their next subsequent lasing location may range between 0.05 ms and 2 s. The power of one or more beam spot patterns may either be not reduced, reduced moderately, or fully during relaxation time. A beam shape may be a continuous optical beam spot forming a geometrical shape that comprises of, a cross shape, hexagonal shape, a spiral shape, a circular shape, a triangular shape, a star shape, a line shape, a rectangular shape, or a related continuous beam spot shape.


In some aspects, positioning one line either linear or non-linear to one or more neighboring lines either linear or non-linear at a fixed distance less than 2″ and non-overlapping may be used to chip the rock formation. Lasing the rock surface with two or more beam shapes may be used to chip the rock formation. The relaxation times when moving the one or more beam spot shapes to their next subsequent lasing location may range between 0.05 ms and 2 s.


In accordance with one or more aspects, the one or more continuous beam shapes powers are either not reduced, reduced moderately, or fully during relaxation time. The rock surface may be irradiated by one or more lasing beam spot patterns together with one or more beam spot shapes, or one or two beam spots with one or more beam spot patterns. In some aspects, the maximum diameter and circumference of one or more beam shapes and beam spot patterns is the size of the borehole being chipped when drilling the rock formation to well completion.


In accordance with one or more aspects, rock fractures may be created to promote chipping away of rock segments for efficient borehole drilling. In some aspects, beam spots, shapes, and patterns may be used to create the rock fractures so as to enable multiple rock segments to be chipped away. The rock fractures may be strategically patterned. In at least some aspects, drilling rock formations may comprise applying one or more non-overlapping beam spots, shapes, or patterns to create the rock fractures. Selection of one or more beam spots, shapes, and patterns may generally be based on the intended application or desired operating parameters. Average power, specific power, timing pattern, beam spot size, exposure time, associated specific energy, and optical generator elements may be considerations when selecting one or more beam spots, a shape, or a pattern. The material to be drilled, such as rock formation type, may also influence the one or more beam spot, a shape, or a pattern selected to chip the rock formation. For example, shale will absorb light and convert to heat at different rates than sandstone.


In accordance with one or more aspects, rock may be patterned with one or more beam spots. In at least one embodiment, beam spots may be considered one or more beam spots moving from one location to the next subsequent location lasing the rock surface in a timing pattern. Beam spots may be spaced apart at any desired distance. In some non-limiting aspects, the fixed position between one beam spot and neighboring beam spots may be non-overlapping. In at least one non-limiting embodiment, the distance between neighboring beam spots may be less than 2″.


In accordance with one or more aspects, rock may be patterned with one or more beam shapes. In some aspects, beam shapes may be continuous optical shapes forming one or more geometric patterns. A pattern may comprise the geometric shapes of a line, cross, viewfinder, swivel, star, rectangle, hexagon, circular, ellipse, squiggly line, or any other desired shape or pattern. Elements of a beam shape may be spaced apart at any desired distance. In some non-limiting aspects, the fixed position between each line linear or non-linear and the neighboring lines linear or non-linear are in a fixed position may be less than 2″ and non-overlapping.


In accordance with one or more aspects, rock may be patterned with a beam pattern. Beam patterns may comprise a grid or array of beam spots that may comprise the geometric patterns of line, cross, viewfinder, swivel, star, rectangle, hexagon, circular, ellipse, squiggly line. Beam spots of a beam pattern may be spaced apart at any desired distance. In some non-limiting aspects, the fixed position between each beam spot and the neighboring beam spots in the beam spot pattern may be less than 2″ and non-overlapping.


In accordance with one or more aspects, the beam spot being scanned may have any desired area. For example, in some non-limiting aspects the area may be in a range between about 0.1 cm2 and about 25 cm2. The beam line, either linear or non-linear, may have any desired specific diameter and any specific and predetermined power distribution. For example, the specific diameter of some non-limiting aspects may be in a range between about 0.05 cm2 and about 25 cm2. In some non-limiting aspects, the maximum length of a line, either linear or non-linear, may generally be the diameter of a borehole to be drilled. Any desired wavelength may be used. In some aspects, for example, the wavelength of one or more beam spots, a shape, or pattern, may range from 800 nm to 2000 nm. Combinations of one or more beam spots, shapes, and patterns are possible and may be implemented.


In accordance with one or more aspects, the timing patterns and location to chip the rock may vary based on known rock chipping speeds and/or rock removal systems. In one embodiment, relaxation scanning times when positioning one or more beam spot patterns to their next subsequent lasing location may range between 0.05 ms and 2 s. In another embodiment, a camera using fiber optics or spectroscopy techniques can image the rock height to determine the peak rock areas to be chipped. The timing patter can be calibrated to then chip the highest peaks of the rock surface to lowest or peaks above a defined height using signal processing, software recognition, and numeric control to the optical lens system. In another embodiment, timing patterns can be defined by a rock removal system. For example, if the fluid sweeps from the left side the rock formation to the right side to clear the optical head and raise the cuttings, the timing should be chipping the rock from left to right to avoid rock removal interference to the one or more beam spots, shape, or pattern lasing the rock formation or vice-a-versa. For another example, if the rocks are cleared by a jet nozzle of a gas or liquid, the rock at the center should be chipped first and the direction of rock chipping should move then away from the center. In some aspects, the speed of rock removal will define the relaxation times.


In accordance with one or more aspects, the rock surface may be affected by the gas or fluids used to clear the head and raise the cuttings downhole. In one embodiment, heat from the optical elements and losses from the fiber optics downhole or diode laser can be used to increase the temperature of the borehole. This could lower the required temperature to induce spallation making it easier to spall rocks. In another embodiment, a liquid may saturate the chipping location, in this situation the liquid would be turned to steam and expand rapidly, this rapid expansion would thus create thermal shocks improving the growth of fractures in the rock. In another embodiment, an organic, volatile components, minerals or other materials subject to rapid and differential heating from the laser energy, may expand rapidly, this rapid expansion would thus create thermal shocks improving the growth of fractures in the rock. In another embodiment, the fluids of higher index of refraction may be sandwiched between two streams of liquid with lower index of refraction. The fluids used to clear the rock can act as a wavelength to guide the light. A gas may be used with a particular index of refraction lower than a fluid or another gas.


By way of example and to further illustrate the teachings of the present inventions, the thermal shocks can range from lasing powers between one and another beam spot, shape, or pattern. In some non-limiting aspects, the thermal shocks may reach 10 kW/cm2 of continuous lasing power density. In some non-limiting aspects, the thermal shocks may reach up to 10 MW/cm2 of pulsed lasing power density, for instance, at 10 nanoseconds per pulse. In some aspects, two or more beam spots, shapes, and patterns may have different power levels to thermally shock the rock. In this way, a temperature gradient may be formed between lasing of the rock surface.


By way of example and to further demonstrate the present teachings of the inventions, there are provided examples of optical heads, i.e., optical assemblies, and beam shot patterns, i.e., illumination patterns, that may be utilized with, as a part of, or provided by an LBHA. FIG. 15 illustrates chipping a rock formation using a lasing beam shape pattern. An optical beam 1501 shape lasing pattern forming a checkerboard of lines 1502 irradiates the rock surface 1503 of a rock 1504. The distance between the beam spots shapes are non-overlapping because stress and heat absorption cause natural rock fractures to overlap inducing chipping of rock segments. These rock segments 1505 may peel or explode from the rock formation.


By way of example and to further demonstrate the present teachings, FIG. 16 illustrates removing rock segments by sweeping liquid or gas flow 1601 when chipping a rock formation 1602. The rock segments are chipped by a pattern 1606 of non-overlapping beam spot shaped lines 1603, 1604, 1605. The optical head 1607, optically associated with an optical fiber bundle, the optical head 1607 having an optical element system irradiates the rock surface 1608. A sweeping from left to right with gas or liquid flow 1601 raises the rock fragments 1609 chipped by the thermal shocks to the surface.


By way of example and to further demonstrate the present teachings, FIG. 17 illustrates removing rock segments by liquid or gas flow directed from the optical head when chipping a rock formation 1701. The rock segments are chipped by a pattern 1702 of non-overlapping beam spot shaped lines 1703, 1704, 1705. The optical head 1707 with an optical element system irradiates the rock surface 1708. Rock segment debris 1709 is swept from a nozzle 1715 flowing a gas or liquid 1711 from the center of the rock formation and away. The optical head 1707 is shown attached to a rotating motor 1720 and fiber optics 1724 spaced in a pattern. The optical head also has rails 1728 for z-axis motion if necessary to focus. The optical refractive and reflective optical elements form the beam path.


By way of example and to further demonstrate the present teachings, FIG. 18 illustrates optical mirrors scanning a lasing beam spot or shape to chip a rock formation in the XY-plane. Thus, there is shown, with respect to a casing 1823 in a borehole, a first motor of rotating 1801, a plurality of fiber optics in a pattern 1803, a gimbal 1805, a second rotational motor 1807 and a third rotational motor 1809. The second rotational motor 1807 having a stepper motor 1811 and a mirror 1815 associated therewith. The third rotational motor 1809 having a stepper motor 1813 and a mirror 1817 associated therewith. The optical elements 1819 optically associated with optical fibers 1803 and capable of providing laser beam along optical path 1821. As the gimbal rotates around the z-axis and repositions the mirrors in the XY-plane. The mirrors are attached to a stepper motor to rotate stepper motors and mirrors in the XY-plane. In this embodiment, fiber optics are spaced in a pattern forming three beam spots manipulated by optical elements that scan the rock formation a distance apart and non-overlapping to cause rock chipping. Other fiber optic patterns, shapes, or a diode laser can be used.


By way of example and to further demonstrate the present teachings, FIG. 19 illustrates using a beam splitter lens to form multiple beam foci to chip a rock formation. There is shown fibers 1901 in a pattern, a rail 1905 for providing z direction movement shown by arrow 1903, a fiber connector 1907, an optical head 1909, having a beam expander 1919, which comprises a DOE/ROE 1915, a positive lens 1917, a collimator 1913, a beam expander 1911. This assembly is capable of delivering one or more laser beams, as spots 1931 in a pattern, along optical paths 1929 to a rock formation 1923 having a surface 1925. Fiber optics are spaced a distance apart in a pattern. An optical element system composed of a beam expander and collimator feed a diffractive optical element attached to a positive lens to focus multiple beam spots to multiple foci. The distance between beam spots are non-overlapping and will cause chipping. In this figure, rails move in the z-axis to focus the optical path. The fibers are connected by a connector. Also, an optical element can be attached to each fiber optic as shown in this figure to more than one fiber optics.


By way of example and to further demonstrate the present teachings, FIG. 20 illustrates using a beam spot shaper lens to shape a pattern to chip a rock formation. There is provided an array of optical fibers 2001, an optical head 2009. The optical head having a rail 2003 for facilitating movement in the z direction, shown by arrow 2005, a fiber connector 2007, an optics assembly 2001 for shaping the laser beam that is transmitted by the fibers 2001. The optical head capable of transmitting a laser beam along optical path 2013 to illuminate a surface 2019 with a laser beam shot pattern 2021 that has separate, but intersection lines in a grid like pattern. Fiber optics are spaced a distance apart in a pattern connected by a connector. The fiber optics emit a beam spot to a beam spot shaper lens attached to the fiber optic. The beam spot shaper lens forms a line in this figure overlapping to form a tick-tack-toe laser pattern on the rock surface. The optical fiber bundle wires are attached to rails moving in the z-axis to focus the beam spots.


By way of example and to further demonstrate the present teachings, FIG. 21 illustrates using a F-theta objective to focus a laser beam pattern to a rock formation to cause chipping. There is provided an optical head 2101, a first motor for providing rotation 2103, a plurality of optical fibers 2105, a connector 2107, which positions the fibers in a predetermined pattern 2109. The laser beam exits the fibers and travels along optical path 2111 through F-Theta optics 2115 and illuminates rock surface 2113 in shot pattern 2110. There is further shown rails 2117 for providing z-direction movement. Fiber optics connected by connectors in a pattern are rotated in the z-axis by a gimbal attached to the optical casing head. The beam path is then refocused by an F-theta objective to the rock formation. The beam spots are a distance apart and non-overlapping to induce rock chipping in the rock formation. A rail is attached to the optical fibers and F-theta objective moving in the z-axis to focus the beam spot size.


It is understood that the rails in these examples for providing z-direction movement are provided by way of illustration and that z-direction movement, i.e. movement toward or away from the bottom of the borehole may be obtained by other means, for example winding and unwinding the spool or raising and lowering the drill string that is used to advance the LBHA into or remove the LBHA from the borehole.


By way of example and to further demonstrate the present teachings, FIG. 22 illustrates mechanical control of fiber optics attached to beam shaping optics to cause rock chipping. There is provided a bundle of a plurality of fibers 2201 first motor 2205 for providing rotational movement a power cable 2203, an optical head 2206, and rails 2207. There is further provided a second motor 2209, a fiber connector 2213 and a lens 2221 for each fiber to shape the beam. The laser beams exit the fibers and travel along optical paths 2215 and illuminate the rock surface 2219 in a plurality of individual line shaped shot patterns 2217. Fiber optics are connected by connectors in a pattern and are attached to a rotating gimbal motor around the z-axis. Rails are attached to the motor moving in the z-axis. The rails are structurally attached to the optical head casing and a support rail. A power cable powers the motors. In this figure, the fiber optics emit a beam spot to a beam spot shaper lens forming three non-overlapping lines to the rock formation to induce rock chipping.


By way of example and to further demonstrate the present teachings, FIG. 23 illustrates using a plurality of fiber optics to form a beam shape line. There is provided an optical assembly 2311 having a source of laser energy 2301, a power cable 2303, a first rotational motor 2305, which is mounted as a gimbal, a second motor 2307, and rails 2317 for z-direction movement. There is also provided a plurality of fiber bundles 2321, with each bundle containing a plurality of individual fibers 2323. The bundles 2321 are held in a predetermined position by connector 2325. Each bundle 2321 is optically associated with a beam shaping optics 2309. The laser beams exit the beam shaping optics 2309 and travel along optical path 2315 to illuminate surface 2319. The motors 2307, 2305 provide for the ability to move the plurality of beam spots in a plurality of predetermined and desired patterns on the surface 2319, which may be the surface the borehole, such as the bottom surface, side surface, or casing in the borehole. A plurality of fiber optics are connected by connectors in a pattern and are attached to a rotating gimbal motor around the z-axis. Rails are attached to the motor moving in the z-axis. The rails are structurally attached to the optical head casing and a support rail. A power cable powers the motors. In this figure, the plurality of fiber optics emits a beam spot to a beam spot shaper lens forming three lines that are non-overlapping to the rock formation. The beam shapes induce rock chipping.


By way of example and to further demonstrate the present teachings, FIG. 24 illustrates using a plurality of fiber optics to form multiple beam spot foci being rotated on an axis. There is provided a laser source 2401, a first motor 2403, which is gimbal mounted, a second motor 2405 and a means for z-direction movement 2407. There is further provided a plurality of fiber bundles 2413 and a connector 2409 for positioning the plurality of bundles 2413, the laser beam exits the fibers and illuminates a surface in a diverging and crossing laser shot pattern. The fiber optics are connected by connectors at an angle being rotated by a motor attached to a gimbal that is attached to a second motor moving in the z-axis on rails. The motors receive power by a power cable. The rails are attached to the optical casing head and support rail beam. In this figure, a collimator sends the beam spot originating from the plurality of optical fibers to a beam splitter. The beam splitter is a diffractive optical element that is attached to positive refractive lens. The beam splitter forms multiple beam spot foci to the rock formation at non-overlapping distances to chip the rock formation. The foci is repositioned in the z-axis by the rails.


By way of example and to further demonstrate the present teachings, FIG. 25 illustrates scanning the rock surface with a beam pattern and XY scanner system. There is provided an optical path 2501 for a laser beam, a scanner 2503, a diffractive optics 2505 and a collimator optics 2507. An optical fiber emits a beam spot that is expanded by a beam expander unit and focused by a collimator to a refractive optical element. The refractive optical element is positioned in front of an XY scanner unit to form a beam spot pattern or shape. The XY scanner composed of two mirrors controlled by galvanometer mirrors 2509 irradiate the rock surface 2513 to induce chipping.


The novel and innovative apparatus of the present invention, as set forth herein, may be used with conventional drilling rigs and apparatus for drilling, completion and related and associated operations. The apparatus and methods of the present invention may be used with drilling rigs and equipment such as in exploration and field development activities. Thus, they may be used with, by way of example and without limitation, land based rigs, mobile land based rigs, fixed tower rigs, barge rigs, drill ships, jack-up platforms, and semi-submersible rigs. They may be used in operations for advancing the well bore, finishing the well bore and work over activities, including perforating the production casing. They may further be used in window cutting and pipe cutting and in any application where the delivery of the laser beam to a location, apparatus or component that is located deep in the well bore may be beneficial or useful.


From the foregoing description, one skilled in the art can readily ascertain the essential characteristics of this invention, and without departing from the spirit and scope thereof, can make various changes and/or modifications of the invention to adapt it to various usages and conditions.

Claims
  • 1. A system for forming a well in the earth comprising: a. a high power laser source;b. a bottom hole assembly comprising a housing, the housing defining a cavity;c. a fiber optically connecting the laser source with the bottom hole assembly, such that a laser beam from the laser source is transmitted to the bottom hole assembly;d. a means for providing the laser beam to a surface of a borehole;e. a beam power deposition optic having a property of changing an energy distribution profile within the laser beam; and,f. the cavity at least partially containing: i. the means for providing the laser beam to the surface of the borehole; and,ii. the providing means comprising the beam power deposition optic;g. wherein, the laser beam as delivered from the bottom hole assembly illuminates the surface of the borehole with a substantially even energy deposition profile on the surface.
  • 2. The system of claim 1, wherein the laser source provides a plurality of laser beams to the fiber.
  • 3. The system of claim 1, wherein the laser beam has a substantially uniform profile at the fiber bottom hole assembly connection.
  • 4. The system of claim 1, wherein the laser beam is at least about 20 kW at the fiber bottom hole assembly connection.
  • 5. The system of claim 1, wherein the laser beam is at least about 15 kW at the fiber bottom hole assembly connection.
  • 6. The system of claim 1, wherein the laser source is at least about 20 kW.
  • 7. The system of claim 1, wherein the bottom hole assembly comprises a motor.
  • 8. The system of claim 1, wherein the surface of the borehole comprises a bottom surface of the borehole.
  • 9. The system of claim 1, wherein the bottom hole assembly comprises an electric motor.
  • 10. The system of claim 1, wherein the bottom hole assembly comprises a means for transferring rotational motion.
  • 11. A system for forming a borehole in the earth comprising: a. a high power laser source;b. a laser delivery assembly;c. an optical fiber comprising; i. a first and a second end;ii. a length between the first and second ends;iii. the first end being optically associated with the laser source; and,iv. the fiber having a length of at least about 1000 ft;d. a means for delivering a laser beam from the laser source to a surface of the borehole, wherein the means includes a beam power deposition optic having a property of changing an energy distribution profile within the laser beam; and;e. the laser delivery means connected to and optically associated with the second end of the optical fiber;f. a means for providing a substantially uniform energy deposition; and,g. the laser delivery means comprising the means for providing the substantially uniform energy deposition.
  • 12. The system of claim 11, wherein the laser delivery means comprises an optical assembly.
  • 13. The system of claim 11, wherein the laser delivery means is contained within the laser delivery assembly.
  • 14. The system of claim 11, wherein the laser delivery means is contained within the laser delivery assembly and the laser delivery assembly comprises a rotating optical assembly.
  • 15. The system of claim 11, wherein the laser delivery assembly comprises an electric motor.
  • 16. The system of claim 11, wherein the laser source provides more than one laser beam.
  • 17. The system of claim 11, wherein the surface of the borehole comprises a bottom surface of the borehole.
  • 18. The system of claim 11, wherein the laser beam has a substantially uniform profile at the fiber second end.
  • 19. The system of claim 11, wherein the laser beam is at least about 15 kW at the fiber second end.
  • 20. The system of claim 11, wherein the laser source is from at least about 40 kW.
  • 21. The system of claim 11, wherein the laser source is at least about 25 kW.
  • 22. A system for creating a borehole comprising: a. a high power laser source;b. a bottom hole assembly;c. a fiber optically connecting the laser source with the bottom hole assembly, such that a laser beam from the laser source is transmitted to the bottom hole assembly;d. a means for providing the laser beam to a surface of the borehole; and,e. a beam power deposition optic having a property of changing an energy distribution profile within the laser beam;f. the bottom hole assembly comprising: i. the means for providing the laser beam to the surface of the borehole;ii. the providing means comprising the beam power deposition optic; and,iii. the means for providing the laser beam to the bottom surface configured to provide a predetermined energy deposition profile;g. wherein, the laser beam as delivered from the bottom hole assembly illuminates the surface of the borehole with a predetermined energy deposition profile.
  • 23. The system of claim 22, wherein the predetermined energy deposition profile is biased toward an outside area of a bottom surface of the borehole surface.
  • 24. The system of claim 22, wherein the predetermined energy deposition profile is biased toward an inside area of a bottom surface of the borehole surface.
  • 25. The system of claim 22, comprising a mechanical removal means.
  • 26. The system of claim 22, wherein the laser beam at the bottom hole assembly has a power of at least about 15 kW.
  • 27. A system for advancing a borehole in the earth comprising: a. a high power laser source;b. a bottom hole assembly; and,c. a fiber optically connecting the laser source with the bottom hole assembly, such that a laser beam from the laser source is transmitted to the bottom hole assembly;d. the bottom hole assembly comprising: a means for providing a laser beam to a bottom surface of the borehole in a predetermined pattern, wherein the means for providing a laser beam to a bottom surface of the borehole further comprises a means for changing an energy distribution profile within the laser, an wherein the predetermined pattern is configured to illuminate a majority of the borehole bottom surface and in a predetermined energy deposition profile.
  • 28. The system of claim 27, wherein the laser beam at the bottom hole assembly has a power of at least about 15 kW.
  • 29. A system for creating a borehole comprising: a. a high power laser source;b. a bottom hole assembly; and,c. a fiber optically connecting the laser source with the bottom hole assembly, such that a laser beam from the laser source is transmitted to the bottom hole assembly, the laser beam at the bottom hole assembly having a power of at least about 5 kW;d. the bottom hole assembly comprising: a means for providing a substantially elliptical shaped laser beam spot having a power of at least about 5 kW to the bottom surface of the borehole in a rotating manner to thereby provide a predetermined energy deposition profile to the bottom surface of the borehole.
  • 30. A method of forming a borehole using a laser, the method comprising: a. advancing a high power laser beam transmission fiber into a borehole; i. the borehole having a bottom, a side wall, a top opening, and a length extending between the bottom and the top opening of at least about 5000 feet;ii. the transmission fiber comprising a distal end, a proximal end, and a length extending between the distal and proximal ends, the distal end being advanced into the borehole;iii. the transmission means comprising a means for transmitting high power laser energy,b. providing a laser beam, having a power of least about 10 kW, to the proximal end of the transmission fiber;c. transmitting the power of the laser beam down the length of the transmission fiber so that the beam exits the distal end, having a first energy distribution profile, and enters a laser delivery assembly; and,d. directing the laser beam, having a power of at least about 5 kW, and having the second energy distribution profile, in a predetermined pattern defining a pattern area; and, wherein the predetermined pattern provides a predetermined and substantially uniform energy deposition profile to a surface of the borehole, whereby the borehole is completed, in part, based upon the interaction of the laser beam with the surface of the borehole.
  • 31. A system for creating a hole comprising: a. a high power laser source generating a high power laser beam;b. a bottom hole assembly comprising: a means for providing the high power laser beam to a bottom surface of a borehole, wherein the means for providing the high power laser beam comprises beam power deposition optics;c. a fiber optically connecting the high power laser source with the bottom hole assembly, such that the high power laser beam from the high power laser source is transmitted to the bottom hole assembly, the high power laser beam at the bottom hole assembly having a power of at least about 1 kW;d. wherein, the high power laser beam as delivered from the bottom hole assembly illuminates a bottom surface of the borehole with the high power laser beam having a power of at least about 1 kW in a substantially even energy deposition profile on the bottom surface.
  • 32. The system of claim 31, wherein the laser bottom hole assembly comprises a housing defining a cavity.
  • 33. A system for creating a borehole in the earth comprising: a. a high power laser source;b. a bottom hole assembly;c. an optical fiber comprising: i. a first end and a second end;ii. a length between the first and second ends that is at least 1000 ft; and,iii. the first end being optically associated with the laser source;d. a means for delivering a laser beam from the laser source to a surface of the borehole, wherein the means for delivering a laser beam comprises a means for providing a substantially uniform energy deposition to the bottom of the borehole and is connected to and optically associated with the second end of the optical fiber.
  • 34. A system for creating a borehole in the earth comprising: a. a high power laser source;b. a bottom hole assembly; and,c. a fiber optically connecting the high power laser source with the bottom hole assembly, such that a high power laser beam from the laser source is transmitted to the bottom hole assembly, the high power laser beam in the fiber having a power of at least about 5 kW;d. the bottom hole assembly comprising: a means for providing a laser beam shot pattern to an area of the borehole in a predetermined shot pattern configured to illuminate a majority of the area with a laser beam having a power of at least about 5 kW and in a predetermined energy deposition profile to the area.
  • 35. A system for creating a borehole in the earth comprising: a. a high power laser source;b. a bottom hole assembly; and,c. a fiber optically connecting the high power laser source with the bottom hole assembly, such that a high power laser beam from the laser source is transmitted to the bottom hole assembly, the high power laser beam in the fiber at the fiber having a power of at least about 5 kW;d. the bottom hole assembly comprising: a means for providing a substantially elliptical shaped laser beam spot having at power of at least about 5 kW to the bottom surface of the borehole in a rotating manner to thereby provide a predetermined energy deposition to the bottom surface of the borehole.
  • 36. A method of forming a borehole using a laser, the method comprising: a. advancing a transmission fiber into a borehole; i. the borehole having a bottom surface, a top opening, and a length extending between the bottom surface and the top opening of at least about 1000 feet;ii. the transmission fiber comprising a distal end, a proximal end, and a length extending between the distal and proximal ends, the distal end being advanced down the borehole;b. providing a laser beam, having at least about 10 kW, to the proximal end of the transmission means;c. transmitting the power of the laser beam down the length of the transmission fiber so that the beam exits the distal end and enters a laser bottom hole assembly; and,d. directing the laser beam, having at least about 5 kW, in a predetermined pattern to provide a predetermined and substantially uniform energy deposition profile to the surface of the borehole whereby the length of the borehole is increased, in part, based upon the interaction of the laser beam with the bottom of the borehole.
  • 37. A system for creating a hole comprising: a. a high power laser source generating a high power laser beam;b. a laser delivery assembly comprising: an optics configuration capable of providing the high power laser beam to a bottom surface of a borehole, wherein the optics configuration comprises beam power deposition optics;c. a fiber optically connecting the high power laser source with the laser delivery assembly, such that the high power laser beam from the high power laser source is transmitted to the laser delivery assembly, the high power laser beam at the laser delivery assembly having a power of at least about 1 kW;d. wherein, the high power laser beam as delivered from the bottom hole assembly illuminates a bottom surface of the borehole with the high power laser beam having a power of at least about 1 kW in a substantially even energy deposition profile on the bottom surface.
  • 38. A system for creating a borehole in the earth comprising: a. a high power laser source;b. a bottom hole assembly;an optical fiber comprising: a first end and a second end; a length between the first and second ends that is at least 1000 ft; the first end being optically associated with the laser source;d. a laser delivery assembly capable of delivering a laser beam from the laser source to a surface of the borehole, wherein the laser delivery assembly comprises a means for providing a substantially uniform energy deposition to the bottom of the borehole and is connected to and optically associated with the second end of the optical fiber.
  • 39. A system for creating a borehole in the earth comprising: a. a high power laser source;b. a bottom hole assembly; and,c. a fiber optically connecting the high power laser source with the bottom hole assembly, such that a high power laser beam from the laser source is transmitted to the bottom hole assembly, the high power laser beam in the fiber having a power of at least about 5 kW;d. the bottom hole assembly comprising: an optical assembly capable of providing a laser beam shot pattern to an area of the borehole in a predetermined shot pattern configured to illuminate a majority of the area with a laser beam having a power of at least about 5 kW and in a predetermined energy deposition profile to the area.
  • 40. The system of claim 39, wherein the optical assembly contains a beam power deposition optic having a property of changing an energy distribution profile within the laser beam.
Parent Case Info

This application is a continuation of Ser. No. 12/544,094 filed Aug. 19, 2008 and which claims the benefit of priority of provisional applications: Ser. No. 61/090,384 filed Aug. 20, 2008, titled System and Methods for Borehole Drilling: Ser. No. 61/102,730 filed Oct. 3, 2008, titled Systems and Methods to Optically Pattern Rock to Chip Rock Formations; Ser. No. 61/106,472 filed Oct. 17, 2008, titled Transmission of High Optical Power Levels via Optical Fibers for Applications such as Rock Drilling and Power Transmission; and, Ser. No. 61/153,271 filed Feb. 17, 2009, title Method and Apparatus for an Armored High Power Optical Fiber for Providing Boreholes in the Earth, the disclosures of which are incorporated herein by reference.

Government Interests

This invention was made with Government support under Award DE-AR0000044 awarded by the Office of ARPA-E U.S. Department of Energy. The Government has certain rights in this invention.

US Referenced Citations (522)
Number Name Date Kind
914636 Case Mar 1909 A
2548463 Blood Apr 1951 A
2742555 Murray Apr 1956 A
3122212 Karlovitz Feb 1964 A
3383491 Muncheryan May 1968 A
3461964 Venghiattis Aug 1969 A
3493060 Van Dyk Feb 1970 A
3503804 Schneider et al. Mar 1970 A
3539221 Gladstone Nov 1970 A
3544165 Snedden Dec 1970 A
3556600 Shoupp et al. Jan 1971 A
3574357 Alexandru et al. Apr 1971 A
3586413 Adams Jun 1971 A
3652447 Yant Mar 1972 A
3693718 Stout Sep 1972 A
3699649 McWilliams Oct 1972 A
3802203 Ichise et al. Apr 1974 A
3820605 Barber et al. Jun 1974 A
3821510 Muncheryan Jun 1974 A
3823788 Garrison et al. Jul 1974 A
3871485 Keenan, Jr. Mar 1975 A
3882945 Keenan, Jr. May 1975 A
3938599 Horn Feb 1976 A
3960448 Schmidt et al. Jun 1976 A
3977478 Shuck Aug 1976 A
3992095 Jacoby et al. Nov 1976 A
3998281 Salisbury et al. Dec 1976 A
4019331 Rom et al. Apr 1977 A
4025091 Zeile, Jr. May 1977 A
4026356 Shuck May 1977 A
4047580 Yahiro et al. Sep 1977 A
4057118 Ford Nov 1977 A
4061190 Bloomfield Dec 1977 A
4066138 Salisbury et al. Jan 1978 A
4090572 Welch May 1978 A
4113036 Stout Sep 1978 A
4125757 Ross Nov 1978 A
4151393 Fenneman et al. Apr 1979 A
4162400 Pitts, Jr. Jul 1979 A
4189705 Pitts, Jr. Feb 1980 A
4194536 Stine et al. Mar 1980 A
4199034 Salisbury et al. Apr 1980 A
4227582 Price Oct 1980 A
4228856 Reale Oct 1980 A
4243298 Kao et al. Jan 1981 A
4249925 Kawashima et al. Feb 1981 A
4252015 Harbon et al. Feb 1981 A
4256146 Genini et al. Mar 1981 A
4266609 Rom et al. May 1981 A
4280535 Willis Jul 1981 A
4281891 Shinohara et al. Aug 1981 A
4282940 Salisbury et al. Aug 1981 A
4332401 Stephenson et al. Jun 1982 A
4336415 Walling Jun 1982 A
4340245 Stalder Jul 1982 A
4367917 Gray Jan 1983 A
4370886 Smith, Jr. et al. Feb 1983 A
4374530 Walling Feb 1983 A
4375164 Dodge et al. Mar 1983 A
4389645 Wharton Jun 1983 A
4415184 Stephenson et al. Nov 1983 A
4417603 Argy Nov 1983 A
4436177 Elliston Mar 1984 A
4444420 McStravick et al. Apr 1984 A
4453570 Hutchison Jun 1984 A
4459731 Hutchison Jul 1984 A
4477106 Hutchison Oct 1984 A
4504112 Gould et al. Mar 1985 A
4522464 Thompson et al. Jun 1985 A
4531552 Kim Jul 1985 A
4565351 Conti et al. Jan 1986 A
4662437 Renfro May 1987 A
4694865 Tauschmann Sep 1987 A
4725116 Spencer et al. Feb 1988 A
4741405 Moeny et al. May 1988 A
4744420 Patterson et al. May 1988 A
4770493 Ara et al. Sep 1988 A
4793383 Gyory et al. Dec 1988 A
4830113 Geyer May 1989 A
4860654 Chawla et al. Aug 1989 A
4860655 Chawla Aug 1989 A
4872520 Nelson Oct 1989 A
4924870 Wlodarczyk et al. May 1990 A
4952771 Wrobel Aug 1990 A
4989236 Myllymäki Jan 1991 A
4997250 Ortiz, Jr. Mar 1991 A
5003144 Lindroth et al. Mar 1991 A
5004166 Sellar Apr 1991 A
5033545 Sudol Jul 1991 A
5049738 Gergely et al. Sep 1991 A
5084617 Gergely Jan 1992 A
5086842 Cholet Feb 1992 A
5107936 Foppe Apr 1992 A
5121872 Legget Jun 1992 A
5125061 Marlier et al. Jun 1992 A
5125063 Panuska et al. Jun 1992 A
5128882 Cooper et al. Jul 1992 A
5140664 Bosisio et al. Aug 1992 A
5163321 Perales Nov 1992 A
5168940 Foppe Dec 1992 A
5172112 Jennings Dec 1992 A
5212755 Holmberg May 1993 A
5269377 Martin Dec 1993 A
5285204 Sas-Jaworsky Feb 1994 A
5348097 Giannesini et al. Sep 1994 A
5351533 Macadam et al. Oct 1994 A
5353875 Schultz et al. Oct 1994 A
5355967 Mueller et al. Oct 1994 A
5356081 Sellar Oct 1994 A
5396805 Surjaatmadja Mar 1995 A
5411081 Moore et al. May 1995 A
5411085 Moore et al. May 1995 A
5411105 Gray May 1995 A
5413045 Miszewski May 1995 A
5413170 Moore May 1995 A
5419188 Rademaker et al. May 1995 A
5423383 Pringle Jun 1995 A
5425420 Pringle Jun 1995 A
5435351 Head Jul 1995 A
5435395 Connell Jul 1995 A
5463711 Chu Oct 1995 A
5465793 Pringle Nov 1995 A
5469878 Pringle Nov 1995 A
5479860 Ellis Jan 1996 A
5483988 Pringle Jan 1996 A
5488992 Pringle Feb 1996 A
5500768 Doggett et al. Mar 1996 A
5503014 Griffith Apr 1996 A
5503370 Newman et al. Apr 1996 A
5505259 Wittrisch et al. Apr 1996 A
5515926 Boychuk May 1996 A
5526887 Vestavik Jun 1996 A
5561516 Noble et al. Oct 1996 A
5566764 Elliston Oct 1996 A
5573225 Boyle et al. Nov 1996 A
5577560 Coronado et al. Nov 1996 A
5586609 Schuh Dec 1996 A
5599004 Newman et al. Feb 1997 A
5615052 Doggett Mar 1997 A
5638904 Misselbrook et al. Jun 1997 A
5655745 Morrill Aug 1997 A
5694408 Bott et al. Dec 1997 A
5707939 Patel Jan 1998 A
5757484 Miles et al. May 1998 A
5759859 Sausa Jun 1998 A
5771984 Potter et al. Jun 1998 A
5773791 Kuykendal Jun 1998 A
5794703 Newman et al. Aug 1998 A
5813465 Terrell et al. Sep 1998 A
5828003 Thomeer et al. Oct 1998 A
5832006 Rice et al. Nov 1998 A
5833003 Longbottom et al. Nov 1998 A
5847825 Alexander Dec 1998 A
5862273 Pelletier Jan 1999 A
5862862 Terrell Jan 1999 A
5896482 Blee et al. Apr 1999 A
5896938 Moeny et al. Apr 1999 A
5902499 Richerzhagen May 1999 A
5909306 Goldberg et al. Jun 1999 A
5913337 Williams et al. Jun 1999 A
5924489 Hatcher Jul 1999 A
5929986 Slater et al. Jul 1999 A
5933945 Thomeer et al. Aug 1999 A
5938954 Onuma et al. Aug 1999 A
5973783 Goldner et al. Oct 1999 A
5986756 Slater et al. Nov 1999 A
RE36525 Pringle Jan 2000 E
6015015 Luft et al. Jan 2000 A
6038363 Slater et al. Mar 2000 A
6059037 Longbottom et al. May 2000 A
6060662 Rafie et al. May 2000 A
6065540 Thomeer et al. May 2000 A
RE36723 Moore et al. Jun 2000 E
6076602 Gano et al. Jun 2000 A
6092601 Gano et al. Jul 2000 A
6104022 Young et al. Aug 2000 A
RE36880 Pringle Sep 2000 E
6116344 Longbottom et al. Sep 2000 A
6135206 Gano et al. Oct 2000 A
6147754 Theriault et al. Nov 2000 A
6157893 Berger et al. Dec 2000 A
6166546 Scheihing et al. Dec 2000 A
6215734 Moeny et al. Apr 2001 B1
6227300 Cunningham et al. May 2001 B1
6250391 Proudfoot Jun 2001 B1
6273193 Hermann et al. Aug 2001 B1
6275645 Vereecken et al. Aug 2001 B1
6281489 Tubel et al. Aug 2001 B1
6301423 Olson Oct 2001 B1
6309195 Bottos et al. Oct 2001 B1
6321839 Vereecken et al. Nov 2001 B1
6352114 Toalson et al. Mar 2002 B1
6355928 Skinner et al. Mar 2002 B1
6356683 Hu et al. Mar 2002 B1
6377591 Hollister et al. Apr 2002 B1
6384738 Carstensen et al. May 2002 B1
6386300 Curlett et al. May 2002 B1
6401825 Woodrow Jun 2002 B1
6426479 Bischof Jul 2002 B1
6437326 Yamate et al. Aug 2002 B1
6450257 Douglas Sep 2002 B1
6494259 Surjaatmadja Dec 2002 B2
6497290 Misselbrook et al. Dec 2002 B1
6557249 Pruett et al. May 2003 B1
6561289 Portman et al. May 2003 B2
6564046 Chateau May 2003 B1
6591046 Stottlemyer Jul 2003 B2
6615922 Deul et al. Sep 2003 B2
6626249 Rosa Sep 2003 B2
6644848 Clayton et al. Nov 2003 B1
6661815 Kozlovsky et al. Dec 2003 B1
6710720 Carstensen et al. Mar 2004 B2
6712150 Misselbrook et al. Mar 2004 B1
6725924 Davidson et al. Apr 2004 B2
6747743 Skinner et al. Jun 2004 B2
6755262 Parker Jun 2004 B2
6808023 Smith et al. Oct 2004 B2
6832654 Ravensbergen et al. Dec 2004 B2
6847034 Shah et al. Jan 2005 B2
6851488 Batarseh Feb 2005 B2
6867858 Owen et al. Mar 2005 B2
6870128 Kobayashi et al. Mar 2005 B2
6874361 Meltz et al. Apr 2005 B1
6880646 Batarseh Apr 2005 B2
6885784 Bohnert Apr 2005 B2
6888097 Batarseh May 2005 B2
6888127 Jones et al. May 2005 B2
6912898 Jones et al. Jul 2005 B2
6913079 Tubel Jul 2005 B2
6920395 Brown Jul 2005 B2
6920946 Oglesby Jul 2005 B2
6923273 Terry et al. Aug 2005 B2
6957576 Skinner et al. Oct 2005 B2
6967322 Jones et al. Nov 2005 B2
6977367 Tubel et al. Dec 2005 B2
6978832 Gardner et al. Dec 2005 B2
6981561 Krueger et al. Jan 2006 B2
6994162 Robison Feb 2006 B2
7013993 Masui Mar 2006 B2
7040746 McCain et al. May 2006 B2
7055604 Jee et al. Jun 2006 B2
7055629 Oglesby Jun 2006 B2
7072044 Kringlebotn et al. Jul 2006 B2
7072588 Skinner Jul 2006 B2
7086484 Smith, Jr. Aug 2006 B2
7087865 Lerner Aug 2006 B2
7088437 Blomster et al. Aug 2006 B2
7126332 Blanz et al. Oct 2006 B2
7134488 Tudor et al. Nov 2006 B2
7134514 Riel et al. Nov 2006 B2
7140435 Defretin et al. Nov 2006 B2
7147064 Batarseh et al. Dec 2006 B2
7152700 Church et al. Dec 2006 B2
7163875 Richerzhagen Jan 2007 B2
7172026 Misselbrook Feb 2007 B2
7172038 Terry et al. Feb 2007 B2
7174067 Murshid et al. Feb 2007 B2
7188687 Rudd et al. Mar 2007 B2
7195731 Jones Mar 2007 B2
7196786 DiFoggio Mar 2007 B2
7199869 MacDougall Apr 2007 B2
7201222 Kanady et al. Apr 2007 B2
7210343 Shammai et al. May 2007 B2
7212283 Hother et al. May 2007 B2
7249633 Ravensbergen et al. Jul 2007 B2
7264057 Rytlewski et al. Sep 2007 B2
7270195 MacGregor et al. Sep 2007 B2
7273108 Misselbrook Sep 2007 B2
7334637 Smith, Jr. Feb 2008 B2
7337660 Ibrahim et al. Mar 2008 B2
7362422 DiFoggio et al. Apr 2008 B2
7372230 McKay May 2008 B2
7394064 Marsh Jul 2008 B2
7395696 Bissonnette et al. Jul 2008 B2
7416032 Moeny et al. Aug 2008 B2
7416258 Reed et al. Aug 2008 B2
7424190 Dowd et al. Sep 2008 B2
7471831 Bearman et al. Dec 2008 B2
7487834 Reed et al. Feb 2009 B2
7490664 Skinner et al. Feb 2009 B2
7503404 McDaniel et al. Mar 2009 B2
7515782 Zhang et al. Apr 2009 B2
7516802 Smith, Jr. Apr 2009 B2
7518722 Julian et al. Apr 2009 B2
7527108 Moeny May 2009 B2
7530406 Moeny et al. May 2009 B2
7559378 Moeny Jul 2009 B2
7587111 de Montmorillon et al. Sep 2009 B2
7600564 Shampine et al. Oct 2009 B2
7603011 Varkey et al. Oct 2009 B2
7617873 Lovell et al. Nov 2009 B2
7624743 Sarkar et al. Dec 2009 B2
7628227 Marsh Dec 2009 B2
7646953 Dowd et al. Jan 2010 B2
7647948 Quigley et al. Jan 2010 B2
7671983 Shammai et al. Mar 2010 B2
7715664 Shou et al. May 2010 B1
7720323 Yamate et al. May 2010 B2
7769260 Hansen et al. Aug 2010 B2
7802384 Kobayashi et al. Sep 2010 B2
7834777 Gold Nov 2010 B2
7848368 Gapontsev et al. Dec 2010 B2
7900699 Ramos et al. Mar 2011 B2
7938175 Skinner et al. May 2011 B2
8011454 Castillo Sep 2011 B2
8074332 Keatch et al. Dec 2011 B2
8082996 Kocis et al. Dec 2011 B2
8091638 Dusterhoft et al. Jan 2012 B2
8109345 Jeffryes Feb 2012 B2
8175433 Caldwell et al. May 2012 B2
20020007945 Neuroth et al. Jan 2002 A1
20020039465 Skinner Apr 2002 A1
20020189806 Davidson et al. Dec 2002 A1
20030000741 Rosa Jan 2003 A1
20030053783 Shirasaki Mar 2003 A1
20030056990 Oglesby Mar 2003 A1
20030085040 Hemphill et al. May 2003 A1
20030094281 Tubel May 2003 A1
20030132029 Parker Jul 2003 A1
20030145991 Olsen Aug 2003 A1
20030159283 White Aug 2003 A1
20030160164 Jones et al. Aug 2003 A1
20030226826 Kobayashi et al. Dec 2003 A1
20040006429 Brown Jan 2004 A1
20040016295 Skinner et al. Jan 2004 A1
20040020643 Thomeer et al. Feb 2004 A1
20040026127 Masui Feb 2004 A1
20040026382 Richerzhagen Feb 2004 A1
20040033017 Kringlebotn et al. Feb 2004 A1
20040074979 McGuire Apr 2004 A1
20040093950 Bohnert May 2004 A1
20040112642 Krueger et al. Jun 2004 A1
20040119471 Blanz et al. Jun 2004 A1
20040129418 Jee et al. Jul 2004 A1
20040195003 Batarseh Oct 2004 A1
20040206505 Batarseh Oct 2004 A1
20040207731 Bearman et al. Oct 2004 A1
20040211894 Hother et al. Oct 2004 A1
20040218176 Shammal et al. Nov 2004 A1
20040244970 Smith, Jr. Dec 2004 A1
20040252748 Gleitman Dec 2004 A1
20040256103 Batarseh Dec 2004 A1
20050007583 DiFoggio Jan 2005 A1
20050012244 Jones Jan 2005 A1
20050034857 Defretin et al. Feb 2005 A1
20050094129 MacDougall May 2005 A1
20050099618 DiFoggio et al. May 2005 A1
20050115741 Terry et al. Jun 2005 A1
20050121235 Larsen et al. Jun 2005 A1
20050189146 Oglesby Sep 2005 A1
20050201652 Ellwood, Jr. Sep 2005 A1
20050230107 McDaniel et al. Oct 2005 A1
20050252286 Ibrahim et al. Nov 2005 A1
20050263281 Lovell et al. Dec 2005 A1
20050268704 Bissonnette et al. Dec 2005 A1
20050269132 Batarseh et al. Dec 2005 A1
20050272512 Bissonnette et al. Dec 2005 A1
20050272513 Bissonnette et al. Dec 2005 A1
20050272514 Bissonnette et al. Dec 2005 A1
20050282645 Bissonnette et al. Dec 2005 A1
20060038997 Julian et al. Feb 2006 A1
20060049345 Rao et al. Mar 2006 A1
20060065815 Jurca Mar 2006 A1
20060070770 Marsh Apr 2006 A1
20060102343 Skinner et al. May 2006 A1
20060118303 Schultz et al. Jun 2006 A1
20060137875 Dusterhoft et al. Jun 2006 A1
20060185843 Smith, Jr. Aug 2006 A1
20060191684 Smith, Jr. Aug 2006 A1
20060204188 Clarkson et al. Sep 2006 A1
20060207799 Yu Sep 2006 A1
20060231257 Reed et al. Oct 2006 A1
20060237233 Reed et al. Oct 2006 A1
20060260832 McKay Nov 2006 A1
20060266522 Eoff et al. Nov 2006 A1
20060283592 Sierra et al. Dec 2006 A1
20060289724 Skinner et al. Dec 2006 A1
20070034409 Dale et al. Feb 2007 A1
20070081157 Csutak et al. Apr 2007 A1
20070125163 Dria et al. Jun 2007 A1
20070193990 Richerzhagen et al. Aug 2007 A1
20070217736 Zhang et al. Sep 2007 A1
20070227741 Lovell et al. Oct 2007 A1
20070242265 Vessereau et al. Oct 2007 A1
20070247701 Akasaka et al. Oct 2007 A1
20070267220 Magiawala et al. Nov 2007 A1
20070278195 Richerzhagen et al. Dec 2007 A1
20070280615 de Montmorillon et al. Dec 2007 A1
20080023202 Keatch et al. Jan 2008 A1
20080053702 Smith Mar 2008 A1
20080073077 Tunc et al. Mar 2008 A1
20080093125 Potter et al. Apr 2008 A1
20080112760 Curlett May 2008 A1
20080128123 Gold Jun 2008 A1
20080138022 Tassone Jun 2008 A1
20080165356 DiFoggio et al. Jul 2008 A1
20080166132 Lynde et al. Jul 2008 A1
20080180787 DiGiovanni et al. Jul 2008 A1
20080245568 Jeffryes Oct 2008 A1
20080273852 Parker et al. Nov 2008 A1
20090020333 Marsh Jan 2009 A1
20090031870 O'Connor Feb 2009 A1
20090033176 Huang et al. Feb 2009 A1
20090049345 Mock et al. Feb 2009 A1
20090050371 Moeny Feb 2009 A1
20090078467 Castillo Mar 2009 A1
20090105955 Castillo et al. Apr 2009 A1
20090126235 Kobayashi et al. May 2009 A1
20090133871 Skinner et al. May 2009 A1
20090133929 Rodland May 2009 A1
20090139768 Castillo Jun 2009 A1
20090166042 Skinner Jul 2009 A1
20090190887 Freeland et al. Jul 2009 A1
20090194292 Oglesby Aug 2009 A1
20090205675 Sarkar et al. Aug 2009 A1
20090260834 Henson et al. Oct 2009 A1
20090266552 Barra et al. Oct 2009 A1
20090266562 Greenaway Oct 2009 A1
20090272424 Ortabasi Nov 2009 A1
20090272547 Dale et al. Nov 2009 A1
20090279835 de Montmorillon et al. Nov 2009 A1
20090294050 Traggis et al. Dec 2009 A1
20090308852 Alpay et al. Dec 2009 A1
20090324183 Bringuier et al. Dec 2009 A1
20100000790 Moeny Jan 2010 A1
20100001179 Kobayashi et al. Jan 2010 A1
20100008631 Herbst Jan 2010 A1
20100013663 Cavender et al. Jan 2010 A1
20100018703 Lovell et al. Jan 2010 A1
20100025032 Smith et al. Feb 2010 A1
20100032207 Potter et al. Feb 2010 A1
20100044102 Rinzler Feb 2010 A1
20100044103 Moxley Feb 2010 A1
20100044104 Zediker Feb 2010 A1
20100044105 Faircloth Feb 2010 A1
20100044106 Zediker Feb 2010 A1
20100071794 Homan Mar 2010 A1
20100078414 Perry et al. Apr 2010 A1
20100084132 Noya et al. Apr 2010 A1
20100089571 Revellat et al. Apr 2010 A1
20100089574 Wideman et al. Apr 2010 A1
20100089576 Wideman et al. Apr 2010 A1
20100089577 Wideman et al. Apr 2010 A1
20100155059 Ullah Jun 2010 A1
20100170672 Schwoebel et al. Jul 2010 A1
20100170680 McGregor et al. Jul 2010 A1
20100187010 Abbasi et al. Jul 2010 A1
20100197116 Shah et al. Aug 2010 A1
20100215326 Zediker Aug 2010 A1
20100218993 Wideman et al. Sep 2010 A1
20100224408 Kocis et al. Sep 2010 A1
20100226135 Chen Sep 2010 A1
20100236785 Collis et al. Sep 2010 A1
20100326659 Schultz et al. Dec 2010 A1
20100326665 Redlinger et al. Dec 2010 A1
20110030957 Constantz et al. Feb 2011 A1
20110035154 Kendall et al. Feb 2011 A1
20110048743 Stafford et al. Mar 2011 A1
20110061869 Abass et al. Mar 2011 A1
20110079437 Hopkins et al. Apr 2011 A1
20110127028 Strickland Jun 2011 A1
20110139450 Vasques et al. Jun 2011 A1
20110147013 Kilgore Jun 2011 A1
20110162854 Bailey et al. Jul 2011 A1
20110168443 Smolka Jul 2011 A1
20110174537 Potter et al. Jul 2011 A1
20110186298 Clark et al. Aug 2011 A1
20110198075 Okada et al. Aug 2011 A1
20110205652 Abbasi et al. Aug 2011 A1
20110220409 Foppe Sep 2011 A1
20110240314 Greenaway Oct 2011 A1
20110266062 Shuman, V et al. Nov 2011 A1
20110278070 Hopkins et al. Nov 2011 A1
20110290563 Kocis et al. Dec 2011 A1
20110303460 Von Rohr et al. Dec 2011 A1
20120000646 Liotta et al. Jan 2012 A1
20120012392 Kumar Jan 2012 A1
20120012393 Kumar Jan 2012 A1
20120020631 Rinzler Jan 2012 A1
20120048550 Dusterhoft et al. Mar 2012 A1
20120048568 Li et al. Mar 2012 A1
20120061091 Radi Mar 2012 A1
20120067643 DeWitt Mar 2012 A1
20120068086 DeWitt Mar 2012 A1
20120068523 Bowles Mar 2012 A1
20120074110 Zediker Mar 2012 A1
20120103693 Jeffryes May 2012 A1
20120111578 Tverlid May 2012 A1
20120118568 Kleefisch et al. May 2012 A1
20120118578 Skinner May 2012 A1
20120217015 Zediker Aug 2012 A1
20120217017 Zediker Aug 2012 A1
20120217018 Zediker Aug 2012 A1
20120217019 Zediker Aug 2012 A1
20120248078 Zediker Oct 2012 A1
20120255774 Grubb Oct 2012 A1
20120255933 McKay Oct 2012 A1
20120261188 Zediker Oct 2012 A1
20120266803 Zediker Oct 2012 A1
20120267168 Grubb Oct 2012 A1
20120273269 Rinzler Nov 2012 A1
20120273470 Zediker Nov 2012 A1
20120275159 Fraze Nov 2012 A1
20130011102 Rinzler Jan 2013 A1
20130175090 Zediker Jul 2013 A1
20130192893 Zediker Aug 2013 A1
20130192894 Zediker Aug 2013 A1
20130220626 Zediker Aug 2013 A1
20130228372 Linyaev Sep 2013 A1
20130228557 Zediker Sep 2013 A1
20130266031 Norton Oct 2013 A1
20130319984 Linyaev Dec 2013 A1
20140000902 Wolfe Jan 2014 A1
20140060802 Zediker Mar 2014 A1
20140060930 Zediker Mar 2014 A1
20140069896 Deutch Mar 2014 A1
20140090846 Deutch Apr 2014 A1
20140190949 Zediker Jul 2014 A1
20140231085 Zediker Aug 2014 A1
20140231398 Land Aug 2014 A1
20140248025 Rinzler Sep 2014 A1
20140345872 Zediker Nov 2014 A1
Foreign Referenced Citations (54)
Number Date Country
0 295 045 Dec 1988 EP
0 515 983 Dec 1992 EP
0 565 287 Oct 1993 EP
0 950 170 Sep 2002 EP
2 716 924 Sep 1995 FR
1 284 454 Aug 1972 GB
2420358 May 2006 GB
1993-118185 May 1993 JP
1993-33574 Sep 1993 JP
09072738 Mar 1997 JP
09-242453 Sep 1997 JP
2000-334590 Dec 2000 JP
2003-239673 Aug 2003 JP
2004-108132 Apr 2004 JP
2004-108132 Apr 2004 JP
2006-307481 Nov 2006 JP
2007-120048 May 2007 JP
WO 9532834 Dec 1995 WO
WO 9749893 Dec 1997 WO
WO 9850673 Nov 1998 WO
WO 9856534 Dec 1998 WO
WO 02057805 Jul 2002 WO
WO 03027433 Apr 2003 WO
WO 03060286 Jul 2003 WO
WO 2004009958 Jan 2004 WO
WO 2004094786 Nov 2004 WO
WO 2005001232 Jan 2005 WO
WO 2005001239 Jan 2005 WO
WO 2006008155 Jan 2006 WO
WO 2006041565 Apr 2006 WO
WO 2006054079 May 2006 WO
WO 2007002064 Jan 2007 WO
WO 2007112387 Oct 2007 WO
WO 2007136485 Nov 2007 WO
WO 2008016852 Feb 2008 WO
WO 2008070509 Jun 2008 WO
WO 2008085675 Jul 2008 WO
WO 2009042774 Apr 2009 WO
WO 2009042781 Apr 2009 WO
WO 2009042785 Apr 2009 WO
WO 2009131584 Oct 2009 WO
WO 2010036318 Apr 2010 WO
WO 2010060177 Jun 2010 WO
WO 2010087944 Aug 2010 WO
WO 2011008544 Jan 2011 WO
WO 2011032083 Mar 2011 WO
WO 2011041390 Apr 2011 WO
WO 2011075247 Jun 2011 WO
WO 2011106078 Sep 2011 WO
WO 2012003146 Jan 2012 WO
WO 2012012006 Jan 2012 WO
WO 2012027699 Mar 2012 WO
WO 2012064356 May 2012 WO
WO 2012116189 Aug 2012 WO
Non-Patent Literature Citations (541)
Entry
U.S. Appl. No. 12/543,986, filed Aug. 19, 2009, Moxley et al.
U.S. Appl. No. 12/544,094, filed Aug. 19, 2009, Faircloth et al.
U.S. Appl. No. 12/543,968, filed Aug. 19, 2009, Rinzler et al.
U.S. Appl. No. 12/544,136, filed Aug. 19, 2009, Zediker et al.
U.S. Appl. No. 12/544,038, filed Aug. 19, 2009, Zediker et al.
U.S. Appl. No. 12/706,576, filed Feb. 16, 2010, Zediker et al.
U.S. Appl. No. 12/840,978, filed Jul. 21, 2010, Rinzler et al.
U.S. Appl. No. 12/896,021, filed Oct. 1, 2010, Underwood et al.
U.S. Appl. No. 13/034,017, filed Feb. 24, 2011, Zediker et al.
U.S. Appl. No. 13/034,037, filed Feb. 24, 2011, Zediker et al.
U.S. Appl. No. 13/034,175, filed Feb. 24, 2011, Zediker et al.
U.S. Appl. No. 13/034,183, filed Feb. 24, 2011, Zediker et al.
U.S. Appl. No. 13/210,581, filed Aug. 16, 2011, DeWitt et al.
U.S. Appl. No. 13/211,729, filed Aug. 17, 2011, DeWitt et al.
U.S. Appl. No. 13/222,931, filed Aug. 31, 2011, Zediker et al.
U.S. Appl. No. 13/347,445, filed Jan. 10, 2012, Zediker et al.
U.S. Appl. No. 13/403,509, filed Feb. 23, 2012, Fraze et al.
U.S. Appl. No. 13/403,287, filed Feb. 23, 2012, Grubb et al.
U.S. Appl. No. 13/403,132, filed Feb. 23, 2012, Zediker et al.
U.S. Appl. No. 13/366,882, filed Feb. 6, 2012, McKay et al.
U.S. Appl. No. 13/403,692, filed Feb. 23, 2012, Zediker et al.
U.S. Appl. No. 13/403,723, filed Feb. 23, 2012, Rinzler et al.
U.S. Appl. No. 13/403,741, filed Feb. 23, 2012, Zediker et al.
U.S. Appl. No. 13/486,795, filed Feb. 23, 2012, Rinzler et al.
U.S. Appl. No. 13/565,345, filed Feb. 23, 2012, Zediker et al.
U.S. Appl. No. 13/768,149, filed Feb. 15, 2013, Zediker et al.
U.S. Appl. No. 13/777,650, filed Feb. 26, 2013, Zediker et al.
U.S. Appl. No. 13/782,869, filed Mar. 1, 2013, Linyaev et al.
U.S. Appl. No. 13/782,942, filed Mar. 1, 2013, Norton et al.
U.S. Appl. No. 13/800,559, filed Mar. 13, 2013, Zediker et al.
U.S. Appl. No. 13/800,820, filed Mar. 13, 2013, Zediker et al.
U.S. Appl. No. 13/800,879, filed Mar. 13, 2013, Zediker et al.
U.S. Appl. No. 13/800,933, filed Mar. 13, 2013, Zediker et al.
U.S. Appl. No. 13/849,831, filed Mar. 25, 2013, Zediker et al.
International Search Report and Written Opinion for PCT App. No. PCT/US10/24368, dated Nov. 2, 2010, 16 pgs.
International Search Report for PCT Application No. PCT/US09/54295, dated Apr. 26, 2010, 16 pgs.
International Search Report for PCT Application No. PCT/US2011/044548, dated Jan. 24, 2012, 17 pgs.
International Search Report for PCT Application No. PCT/US2011/047902, dated Jan. 17, 2012, 9 pgs.
International Search Report for PCT Application No. PCT/US2011/050044 dated Feb. 1, 2012, 26 pgs.
International Search Report for PCT Application No. PCT/US2012/026277, dated May 30, 2012, 11 pgs.
International Search Report for PCT Application No. PCT/US2012/026265, dated May 30, 2012, 14 pgs.
International Search Report for PCT Application No. PCT/US2012/026280, dated May 30, 2012, 12 pgs.
International Search Report for PCT Application No. PCT/US2012/026337, dated Jun. 7, 2012, 21 pgs.
International Search Report for PCT Application No. PCT/US2012/026471, dated May 30, 2012, 13 pgs.
International Search Report for PCT Application No. PCT/US2012/026525, dated May 31, 2012, 8 pgs.
International Search Report for PCT Application No. PCT/US2012/026526, dated May 31, 2012, 10 pgs.
International Search Report for PCT Application No. PCT/US2012/026494, dated May 31, 2012, 12 pgs.
International Search Report for PCT Application No. PCT/US2012/020789, dated Jun. 29, 2012, 9 pgs.
International Search Report for PCT Application No. PCT/US2012/040490, dated Oct. 22, 2012, 14 pgs.
International Search Report for PCT Application No. PCT/US2012/049338, dated Jan. 22, 2013, 14 pgs.
Abdulagatova, Z. et al., “Effect of Temperature and Pressure on the Thermal Conductivity of Sandstone”, International Journal of Rock Mechanics & Mining Sciences, vol. 46, 2009, pp. 1055-1071.
Abousleiman, Y. et al., “Poroelastic Solution of an Inclined Borehole in a Transversely Isotropic Medium”, Rock Mechanics, Daemen & Schultz (eds), 1995, pp. 313-318.
Ackay, H. et al., Paper titled “Orthonormal Basis Functions for Continuous-Time Systems and Lp Convergence”, date unknown but prior to Aug. 19, 2009, pp. 1-12.
Acosta, A. et al., paper from X Brazilian MRS meeting titled “Drilling Granite With Laser Light”, X Encontro da SBPMat Granado-RS, Sep. 2011, 4 pages including pp. 56 and 59.
Agrawal Dinesh et al., “Microstructural by TEM of WC/Co composites Prepared by Conventional and Microwave Processes”, Materials Research Lab, The Pennsylvania State University, 15th International Plansee Seminar, vol. 2, , 2001, pp. 677-684.
Agrawal Dinesh et al., Report on “Development of Advanced Drill Components for BHA Using Mircowave Technology Incorporating Carbide Diamond Composites and Functionally Graded Materials”, Microwave Processing and Engineering Center, Material Research Institute, The Pennsylvania State University, 2003, 10 pgs.
Agrawal Dinesh et al., Report on “Graded Steele-Tungsten Cardide/Cobalt-Diamond Systems Using Microwave Heating”, Material Research Institute, Penn State University, Proceedings of the 2002 International Conference on Functionally Graded Materials, 2002, pp. 50-58.
Agrawal, Govind P., “Nonlinear Fiber Optics”, Chap. 9, Fourth Edition, Academic Press copyright 2007, pp. 334-337.
Ahmadi, M. et al., “The Effect of Interaction Time and Saturation of Rock on Specific Energy in ND:YAG Laser Perforating”, Optics and Laser Technology, vol. 43, 2011, pp. 226-231.
Ai, H.A. et al., “Simulation of dynamic response of granite: A numerical approach of shock-induced damage beneath impact craters”, International Journal of Impact Engineering, vol. 33, 2006, pp. 1-10.
Akhatov, I. et al., “Collapse and Rebound of a Laser-Induced Cavitation Bubble”, Physics of Fluids, vol. 13, No. 10, Oct. 2001, pp. 2805-2819.
Albertson, M. L. et al., “Diffusion of Submerged Jets”, a paper for the American Society of Civil Engineers, Nov. 5, 1852, pp. 1571-1596.
Al-Harthi, A. A. et al., “The Porosity and Engineering Properties of Vesicular Basalt in Saudi Arabia”, Engineering Geology, vol. 54, 1999, pp. 313-320.
Anand, U. et al., “Prevention of Nozzle Wear in Abrasive Water Suspension Jets (AWSJ) Using PoroLubricated Nozzles”, Transactions of the ASME, vol. 125, Jan. 2003, pp. 168-181.
Andersson, J. C. et al., “The Aspo Pillar Stability Experiment: Part II—Rock Mass Response to Coupled Excavation-Induced and Thermal-Induced Stresses”, International Journal of Rock Mechanics & Mining Sciences, vol. 46, 2009, pp. 879-895.
Anovitz, L. M. et al., “A New Approach to Quantification of Metamorphism Using Ultra-Small and Small Angle Neutron Scattering”, Geochimica et Cosmochimica Acta, vol. 73, 2009, pp. 7303-7324.
Anton, Richard J. et al., “Dynamic Vickers indentation of brittle materials”, Wear, vol. 239, 2000, pp. 27-35.
Antonucci, V. et al., “Numerical and Experimental Study of a Concentrated Indentation Force on Polymer Matrix Composites”, an excerpt from the Proceedings of the COMSOL Conference, 2009, 4 pages.
Aptukov, V. N., “Two Stages of Spallation”, publisher unknown, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, 6 pages.
Ashby, M. F. et al., “The Failure of Brittle Solids Containing Small Cracks Under Compressive Stress States”, Acta Metall., vol. 34, No. 3,1986, pp. 497-510.
ASTM International, “Standard Test Method for Thermal Conductivity of Solids by Means of the Guarded-Comparative-Longitudinal Heat Flow Technique”, Standard under the fixed Designation E1225-09, 2009, pp. 1-9.
Atkinson, B. K., “Introduction to Fracture Mechanics and Its Geophysical Applications”, Fracture Mechanics of Rock, 1987, pp. 1-26.
Aubertin, M. et al., “A Multiaxial Stress Criterion for Short- and Long-Term Strength of Isotropic Rock Media”, International Journal of Rock Mechanics & Mining Sciences, vol. 37, 2000, pp. 1169-1193.
Author unknown, by RIO Technical Services, “Sub-Task 1: Current Capabilities of Hydraulic Motors, Air/Nitrogen Motors, and Electric Downhole Motors”, a final report for Department of Energy National Petroleum Technology Office for the Contract Task 03NT30429, Jan. 30, 2004, 26 pages.
Avar, B. B. et al., “Porosity Dependence of the Elastic Modulof Lithophysae-rich Tuff: Numerical and Experimental Investigations”, International Journal of Rock Mechanics & Mining Sciences, vol. 40, 2003, pp. 919-928.
Aydin, A. et al., “The Schmidt hammer in rock material characterization”, Engineering Geology, vol. 81, 2005, pp. 1-14.
Backers, T. et al., “Tensile Fracture Propagation and Acoustic Emission Activity in Sandstone: The Effect of Loading Rate”, International Journal of Rock Mechanics & Mining Sciences, vol. 42, 2005, pp. 1094-1101.
Baek, S. Y. et al., “Simulation of the Coupled Thermal/Optical Effects for Liquid Immersion Micro-/Nanolithography”, source unknown, believed to be publically available prior to 2012,13 pages.
Baflon, Jean-Paul et al., “On the Relationship Between the Parameters of Paris' Law for Fatigue Crack Growth in Aluminium Alloys”, Scripta Metallurgica, vol. 11, No. 12, 1977, pp. 1101-1106.
Bagatur, T. et al., “Air-entrainment Characteristics in a Plunging Water Jet System Using Rectangular Nozzles with Rounded Ends”, Water SA, vol. 29, No. 1, Jan. 2003, pp. 35-38.
Bailo, El Tahir et al., “Spectral signatures and optic coefficients of surface and reservoir shales and limestones at COIL, CO2 and Nd:YAG laser wavelengths”, Petroleum Engineering Department, Colorado School of Mines, 2004, 13 pgs.
Baird, J. A. “GEODYN: A Geological Formation/Drillstring Dynamics Computer Program”, Society of Petroleum Engineers of AIME, 1964, 9 pgs.
Baird, J. A. et al., “Analyzing the Dynamic Behavior of Downhole Equipment During Drilling”, government Sandia Report, SAND-84-0758C, DE84 008840, 7 pages.
Baird, Jerold et al., Phase 1 Theoretical Description, A Geological Formation Drill String Dynamic Interaction Finite Element Program (GEODYN), Sandia National Laboratories, Report No. Sand-84-7101, 1984, 196 pgs.
Batarseh, S. I. et al, “Innovation in Wellbore Perforation Using High-Power Laser”, International Petroleum Technology Conference, IPTC No. 10981, Nov. 2005, 7 pages.
Batarseh, S. et al. “Well Perforation Using High-Power Lasers”, Society of Petroleum Engineers, SPE 84418, 2003, pp. 1-10.
Batarseh, S. et al., “Well Perforation Using High-Power Lasers”, a paper prepared for presentation at the SPE (Society of Petroleum Engineers) Annual Technical Conference and Exhibition, SPE No. 84418, Oct. 2003, 10 pages.
Baykasoglu, A. et al., “Prediction of Compressive and Tensile Strength of Limestone via Genetic Programming”, Expert Systems with Applications, vol. 35, 2008, pp. 111-123.
BDM Corporation, Geothermal Completion Technology Life-Cycle Cost Model (GEOCOM), Sandia National Laboratories, for the U.S. Dept. of Energy, vols. 1 and 2, 1982, 222 pgs.
Bechtel SAIC Company LLC, “Heat Capacity Analysis”, a report prepared for Department of Energy, Nov. 2004, 100 pages.
Belushi, F. et al., “Demonstration of the Power of Inter-Disciplinary Integration to Beat Field Development Challenges in Complex Brown Field—South Oman”, Society of Petroleum Engineers, a paper prepared for presentation at the Abu Dhabi International Petroleum Exhibition & Conference, SPE No. 137154, Nov. 2010, 18 pages.
Belyaev, V. V., “Spall Damage Modelling and Dynamic Fracture Specificities of Ceramics”, Journal of Materials Processing Technology, vol. 32, 1992, pp. 135-144.
Benavente, D. et al., “The Combined Influence of Mineralogical, Hygric and Thermal Properties on the Durability of PoroBuilding Stones”, Eur. J. Mineral, vol. 20, Aug. 2008, pp. 673-685.
Beste, U. et al., “Micro-scratch evaluation of rock types—a means to comprehend rock drill wear”, Tribology International, vol. 37, 2004, pp. 203-210.
Bieniawski, Z. T., “Mechanism of Brittle Fracture of Rock: Part I—Theory of the Fracture Process”, Int. J. Rock Mech. Min. Sci., vol. 4, 1967, pp. 395-406.
Bilotsky, Y. et al., “Modelling Multilayers Systems with Time-Depended Heaviside and New Transition Functions”, excerpt from the Proceedings of the 2006 Nordic COMSOL Conference, 2006, 4 pages.
Birkholzer, J. T. et al., “The Impact of Fracture—Matrix Interaction on Thermal—Hydrological Conditions in Heated Fractured Rock”, an origial research paper published online http://vzy.scijournals.org/cgi/content/full/5/2/657, May 26, 2006, 27 pages.
Blackwell, B. F., “Temperature Profile in Semi-infinite Body With Exponential Source and Convective Boundary Condition”, Journal of Heat Transfer, Transactions of the ASME, vol. 112, 1990, pp. 567-571.
Blackwell, D. D. et al., “Geothermal Resources in Sedimentary Basins”, a presentation for the Geothermal Energy Generation in Oil and Gas Settings, Mar. 13, 2006, 28 pages.
Blair, S. C. et al., “Analysis of Compressive Fracture in Rock Using Statistical Techniques: Part I. A Non-linear Rule-based Model”, Int. J. Rock Mech. Min. Sci., vol. 35 No. 7, 1998, pp. 837-848.
Blomqvist, M. et al., “All-in-Quartz Optics for Low Focal Shifts”, SPIE Photonics West Conference in San Francisco, Jan. 2011, 12 pages.
Boechat, A. A. P. et al., “Bend Loss in Large Core Multimode Optical Fiber Beam Delivery Systems”, Applied Optics., vol. 30 No. 3, Jan. 20, 1991, pp. 321-327.
Bolme, C. A., “Ultrafast Dynamic Ellipsometry of Laser Driven Shock Waves”, a dissertation for the degree of Doctor of Philosophy in Physical Chemistry at Massachusetts Institute of Technology, Sep. 2008, pp. 1-229.
Britz, Dieter, “Digital Simulation in Electrochemistry”, Lect. Notes Phys., vol. 666, 2005, pp. 103-117.
Brown, G., “Development, Testing and Track Record of Fiber-Optic, Wet-Mate, Connectors”, IEEE, 2003, pp. 83-88.
Browning, J. A. et al., “Recent Advances in Flame Jet Working of Minerals”, 7th Symposium on Rock Mechanics, Pennsylvania State Univ., 1965, pp. 281-313.
Brujan, E. A. et al., “Dynamics of Laser-Induced Cavitation Bubbles Near an Elastic Boundar”, J. Fluid Mech., vol. 433, 2001, pp. 251-281.
Burdine, N. T., “Rock Failure Under Dynamic Loading Conditions”, Society of Petroleum Engineers Journal, Mar. 1963, pp. 1-8.
Bybee, K., “Modeling Laser-Spallation Rock Drilling”, JPT, an SPE available at www.spe.org/jpt, Feb. 2006, 2 pages 62-63.
Bybee, Karen, highlight of “Drilling a Hole in Granite Submerged in Water by Use of CO2 Laser”, an SPE available at www.spe.org/jpt, JPT, Feb. 2010, pp. 48, 50 and 51.
Cai, W. et al., “Strength of Glass from Hertzian Line Contact”, Optomechanics 2011: Innovations and Solutions, 2011, 5 pages.
Capetta, I. S. et al., “Fatigue Damage Evaluation on Mechanical Components Under Multiaxial Loadings”, European Comsol Conference, University of Ferrara, Oct. 16, 2009, 25 pages.
Cardenas, R., “Protected Polycrystalline Diamond Compact Bits for Hard Rock Drilling”, Report No. DOE-99049-1381, U.S. Department of Energy, 2000, pp. 1-79.
Carstens, J. P. et al., “Rock Cutting by Laser”, a paper of Society of Petroleum Engineers of AIME, 1971, 11 pages.
Carstens, Jeffrey et al., “Heat-Assisted Tunnel Boring Machines”, Federal Railroad Administration and Urban Mass Transportation Administration, U.S. Dept. of Transportation, Report No. FRA-RT-71-63, 1970, 340 pgs.
Caruso, C. et al., “Dynamic Crack Propagation in Fiber Reinforced Composites”, Excerpt from the Proceedings of the COMSOL Conference, 2009, 5 pages.
Chastain, T. et al., “Deepwater Drilling Riser System”, SPE Drilling Engineering, Aug. 1986, pp. 325-328.
Chen, H. Y. et al., “Characterization of the Austin Chalk Producing Trend”, SPE, a paper prepared for presentation at the 61st Annual Technical Conference and Exhibition of the Society of Petroleum Engineers, SPE No. 15533, Oct. 1986, pp. 1-12.
Chen, K., paper titled “Analysis of Oil Film Interferometry Implementation in Non-Ideal Conditions”, source unknown, Jan. 7, 2010, pp. 1-18.
Chraplyvy, A. R., “Limitations on Lightwave Communications Imposed by Optical-Fiber Nonlinearities”, Journal of Lightwave Technology, vol. 8 No. 10, Oct. 1990, pp. 1548-1557.
Churcher, P. L. et al., “Rock Properties of Berea Sandstone, Baker Dolomite, and Indiana Limestone”, a paper prepared for presentation at the SPE International Symposium on Oilfield Chemistry), SPE, SPE No. 21044, Feb. 1991, pp. 431-446 and 3 additional pages.
Cimetiere, A. et al., “A Damage Model for Concrete Beams in Compression”, Mechanics Research Communications, vol. 34, 2007, pp. 91-96.
Clegg, John et al., “Improved Optimisation of Bit Selection Using Mathematically Modelled Bit-Performance Indices”, IADC/SPE International 102287, 2006, pp. 1-10.
Close, F. et al., “Successful Drilling of Basalt in a West of Shetland Deepwater Discovery”, a paper prepared for presentation at Offshore Europe 2005 by SPE (Society of Petroleum Engineers) Program Committee, SPE No. 96575, Sep. 2005, pp. 1-10.
Close, F. et al., “Successful Drilling of Basalt in a West of Shetland Deepwater Discovery”, SPE International 96575, Society of Petroleum Engineers, 2006, pp. 1-10.
Cobern, Martin E., “Downhole Vibration Monitoring & Control System Quarterly Technical Report #1”, APS Technology, Inc., Quarterly Technical Report #1, DVMCS, 2003, pp. 1-15.
Cogotsi, G. A. et al., “Use of Nondestructive Testing Methods in Evaluation of Thermal Damage for Ceramics Under Conditions of Nonstationary Thermal Effects”, Institute of Strength Problems, Academy of Sciences of the Ukrainian SSR, 1985, pp. 52-56.
Cohen, J. H., “High-Power Slim-Hole Drilling System”, a paper presented at the conference entitled Natural Gas RD&D Contractor's Review Meeting, Office of Scientific and Technical Information, Apr. 1995, 10 pages.
Cone, C., “Case History of the University Block 9 (Wolfcamp) Field—Gas-Water Injection Secondary Recovery Project”, Journal of Petroleum Technology, Dec. 1970, pp. 1485-1491.
Contreras, E. et al., “Effects of Temperature and Stress on the Compressibilities, Thermal Expansivities, and Porosities of Cerro Prieto and Berea Sandstones to 9000 PSI and 208 degrees Celsius”, Proceedings Eighth Workshop Geothermal Reservoir Engineering, Leland Stanford Junior University, Dec. 1982, pp. 197-203.
Cook, Troy, “Chapter 23, Calculation of Estimated Ultimate Recovery (EUR) for Wells in Continuous-Type Oil and Gas Accumulations”, U.S. Geological Survey Digital Data Series DDS-69-D, Denver, Colorado: Version 1, 2005, pp. 1-9.
Cooper, R., “Coiled Tubing Deployed ESPs Utilizing Internally Installed Power Cable—A Project Update”, a paper prepared by SPE (Society of Petroleum Engineers) Program Committee for presentation at the 2nd North American Coiled Tubing Roundtable, SPE 38406, Apr. 1997, pp. 1-6.
Coray, P. S. et al., “Measurements on 5:1 Scale Abrasive Water Jet Cutting Head Models”, source unknown, available prior to 2012, 15 pages.
Cruden, D. M., “The Static Fatigue of Brittle Rock Under Uniaxial Compression”, Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., vol. 11, 1974, pp. 67-73.
da Silva, B. M. G., “Modeling of Crack Initiation, Propagation and Coalescence in Rocks”, a thesis for the degree of Master of Science in Civil and Environmental Engineering at the Massachusetts Institute of Technology, Sep. 2009, pp. 1-356.
Dahl, F. et al., “Development of a New Direct Test Method for Estimating Cutter Life, Based on the Sievers' J Miniature Drill Test”, Tunnelling and Underground Space Technology, vol. 22, 2007, pp. 106-116.
Dahl, Filip et al., “Development of a new direct test method for estimating cutter life, based on the Sievers J miniature drill test”, Tunnelling and Underground Space Technology, vol. 22, 2007, pp. 106-116.
Damzen, M. J. et al., “Stimulated Brillion Scattering”, Chapter 8—SBS in Optical Fibres, OP Publishing Ltd, Published by Institute of Physics, London, England, 2003, pp. 137-153.
Das, A. C. et al., “Acousto-ultrasonic study of thermal shock damage in castable refractory”, Journal of Materials Science Letters, vol. 10, 1991, pp. 173-175.
de Castro Lima, J. J. et al., “Linear Thermal Expansion of Granitic Rocks: Influence of Apparent Porosity, Grain Size and Quartz Content”, Bull Eng Geol Env., 2004, vol. 63, pp. 215-220.
De Guire, Mark R., “Thermal Expansion Coefficient (start)”, EMSE 201—Introduction to Materials Science & Engineering, 2003, pp. 15.1-15.15.
Degallaix, J. et al., “Simulation of Bulk-Absorption Thermal Lensing in Transmissive Optics of Gravitational Waves Detector”, Appl. Phys., B77, 2003, pp. 409-414.
Dey, T. N. et al., “Some Mechanisms of Microcrack Growth and Interaction in Compressive Rock Failure”, Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., vol. 18, 1981, pp. 199-209.
Diamond-Cutter Drill Bits, by Geothermal Energy Program, Office of Geothermal and Wind Technologies, 2000, 2 pgs.
Dimotakis, P. E. et al., “Flow Structure and Optical Beam Propagation in High-Reynolds-Number Gas-Phase Shear Layers and Jets”, J. Fluid Mech., vol. 433, 2001, pp. 105-134.
Dinçer, Ismail et al., “Correlation between Schmidt hardness, uniaxial compressive strength and Young's modulfor andesites, basalts and tuffs”, Bull Eng Geol Env, vol. 63, 2004, pp. 141-148.
Dole, L. et al., “Cost-Effective CementitioMaterial Compatible with Yucca Mountain Repository Geochemistry”, a paper prepared by Oak Ridge National Laboratory for the Department of Energy, No. ORNL/TM-2004/296, Dec. 2004, 128 pages.
Dumans, C. F. F. et al., “PDC Bit Selection Method Through the Analysis of Past Bit Performances”, a paper prepared for presentation at the SPE (Society of Petroleum Engineers—Latin American Petroleum Engineering Conference), Oct. 1990, pp. 1-6.
Dunn, James C., “Geothermal Technology Development at Sandia”, Geothermal Research Division, Sandia National Laboratories, 1987, pp. 1-6.
Dutton, S. P. et al., “Evolution of Porosity and Permeability in the Lower CretaceoTravis Peak Formation, East Texas”, The American Association of Petroleum Geologists Bulletin, vol. 76, No. 2, Feb. 1992, pp. 252-269.
Dyskin, A. V. et al., “Asymptotic Analysis of Crack Interaction with Free Boundary”, International Journal of Solids and Structure, vol. 37, 2000, pp. 857-886.
Eckel, J. R. et al., “Nozzle Design and its Effect on Drilling Rate and Pump Operation”, a paper presented at the spring meeting of the Southwestern District, Division of Production, Beaumont, Texas, Mar. 1951, pp. 28-46.
Ehrenberg, S. N. et al., “Porosity-Permeability Relationship in Interlayered Limestone-Dolostone Reservoir”, The American Association of Petroleum Geologists Bulletin, vol. 90, No. 1, Jan. 2006, pp. 91-114.
Eichler, H.J. et al., “Stimulated Brillouin Scattering in Multimode Fibers for Optical Phase Conjugation”, Optics Communications, vol. 208, 2002, pp. 427-431.
Eighmy, T. T. et al., “Microfracture Surface Charaterizations: Implications for In Situ Remedial Methods in Fractured Rock”, Bedrock Bioremediation Center, Final Report, National Risk Management Research Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, EPA/600/R-05/121, 2006, pp. 1-99.
Elsayed, M.A. et al., “Measurement and analysis of Chatter in a Compliant Model of a Drillstring Equipped With a PDC Bit”, Mechanical Engineering Dept., University of Southwestern Louisiana and Sandia National Laboratories, 2000, pp. 1-10.
Ersoy, A., “Wear Characteristics of PDC Pin and Hybrid Core Bits in Rock Drilling”, Wear, vol. 188, 1995, pp. 150-165.
Extreme Coil Drilling, by Extreme Drilling Corporation, 2009, 10 pgs.
Falcao, J. L. et al., “PDC Bit Selection Through Cost Prediction Estimates Using Crossplots and Sonic Log Data”, SPE, a paper prepared for presentation at the 1993 SPE/IADC Drilling Conference, Feb. 1993, pp. 525-535.
Falconer, I. G. et al., “Separating Bit and Lithology Effects from Drilling Mechanics Data”, SPE, a paper prepared for presentation at the 1988 IADC/SPE Drilling Conference, Feb./Mar. 1988, pp. 123-136.
Farra, G., “Experimental Observations of Rock Failure Due to Laser Radiation”, a thesis for the degree of Master of Science at Massachusetts Institute of Technology, Jan. 1969, 128 pages.
Farrow, R. L. et al., “Peak-Power Limits on Fiber Amplifiers Imposed by Self-Focusing”, Optics Letters, vol. 31, No. 23, Dec. 1, 2006, pp. 3423-3425.
Ferro, D. et al., “Vickers and Knoop hardness of electron beam deposited ZrC and HfC thin films on titanium”, Surface & Coatings Technology, vol. 200, 2006, pp. 4701-4707.
Fertl, W. H. et al., “Spectral Gamma-Ray Logging in the Texas Austin Chalk Trend”, SPE of AIME, a paper for Journal of Petroleum Technology, Mar. 1980, pp. 481-488.
Field, F. A., “A Simple Crack-Extension Criterion for Time-Dependent Spallation”, J. Mech. Phys. Solids, vol. 19, 1971, pp. 61-70.
Figueroa, H. et al., “Rock removal using high power lasers for petroleum exploitation purposes”, Gas Technology Institute, Colorado School of Mines, Halliburton Energy Services, Argonne National Laboratory, 2002, pp. 1-13.
Finger, J. T. et al., “PDC Bit Research at Sandia National Laboratories”, Sandia Report No. SAND89-0079-UC-253, a report prepared for Department of Energy, Jun. 1989, 88 pages.
Finger, John T. et al., “PDC Bit Research at Sandia National Laboratories”, Sandia Report, Geothermal Research Division 6252, Sandia National Laboratories, SAND89-0079—UC-253, 1989, pp. 1-88.
Freeman, T. T. et al., “THM Modeling for Reservoir Geomechanical Applications”, presented at the COMSOL Conference, Oct. 2008, 22 pages.
Friant, J. E. et al., “Disc Cutter Technology Applied to Drill Bits”, a paper prepared by Exacavation Engineering Associates, Inc. for the Department of Energy's Natural Gas Conference, Mar. 1997, pp. 1-16.
Fuerschbach, P. W. et al., “Understanding Metal Vaporization from Laser Welding”, Sandia Report No. SAND-2003-3490, a report prepared for DOE, Sep. 2003, pp. 1-70.
Gahan, B. C. et al., “Analysis of Efficient High-Power Fiber Lasers for Well Perforation”, SPE, No. 90661, a paper prepared for presentation at the SPE Annual Technical Conference and Exhibition, Sep. 2004, 9 pages.
Gahan, B. C. et al., “Effect of Downhole Pressure Conditions on High-Power Laser Perforation”, SPE, No. 97093, a paper prepared for the 2005 SPE (Society of Petroleum Engineers) Annual Technical Conference and Exhibition, Oct. 12, 2005, 7 pages.
Gahan, B. C. et al., “Laser Drilling: Drilling with the Power of Light, Phase 1: Feasibility Study”, a Topical Report by the Gas Technology Institute, for the Government under Cooperative Agreement No. DE-FC26-00NT40917, Sep. 30, 2001, 107 pages.
Gahan, B. C. et al., “Laser Drilling: Determination of Energy Required to Remove Rock”, Society of Petroleum Engineers International, SPE 71466, 2001, pp. 1-11.
Gahan, B. C., et al., “Laser Drilling—Drilling with the Power of Light: High Energy Laser Perforation and Completion Techniques”, Annual Technical Progress Report by the Gas Technology Institute, to the Department of Energy, Nov. 2006, 94 pages.
Gahan, Brian C. et al. “Analysis of Efficient High-Power Fiber Lasers for Well Perforation”, Society of Petroleum Engineers, SPE 90661, 2004, pp. 1-9.
Gahan, Brian C. et al. “Efficient of Downhole Pressure Conditions on High-Power Laser Perforation”, Society of Petroleum Engineers, SPE 97093, 2005, pp. 1-7.
Gahan, Brian C. et al., “Laser Drilling: Drilling with the Power of Light, Phase 1: Feasibility Study”, Topical Report, Cooperative Agreement No. DE-FC26-00NT40917, 2000-2001, pp. 1-148.
Gale, J. F. W. et al., “Natural Fractures in the Barnett Shale and Their Importance for Hydraulic Fracture Treatments”, The American Assoction of Petroleum Geologists, AAPG Bulletin, vol. 91, No. 4, Apr. 2007, pp. 603-622.
Gardner, R. D. et al., “Flourescent Dye Penetrants Applied to Rock Fractures”, Int. J. Rock Mech. Min. Sci., vol. 5, 1968, pp. 155-158 with 2 additional pages.
Gelman, A., “Multi-level (hierarchical) modeling: what it can and can't do”, source unknown, Jun. 1, 2005, pp. 1-6.
Gerbaud, L. et al., “PDC Bits: All Comes From the Cutter/Rock Interaction”, SPE, No. IADC/SPE 98988, a paper presented at the IADC/SPE Drilling Conference, Feb. 2006, pp. 1-9.
Glowka, David A. et al., “Program Plan for the Development of Advanced Synthetic-Diamond Drill Bits for Hard-Rock Drilling”, Sandia National Laboratories, SAND 93/1953, 1993, pp. 1-50.
Glowka, David A. et al., “Progress in the Advanced Synthetic-Diamond Drill Bit Program”, Sandia National Laboratories, SAND95-2617C, 1994, pp. 1-9.
Glowka, David A., “Design Considerations for a Hard-Rock PDC Drill Bit”, Geothermal Technology Development Division 6241 , Sandia National Laboratories, SAND-85-0666C, DE85 008313, 1985, pp. 1-23.
Glowka, David A., “Development of a Method for Predicting the Performance and Wear of PDC Drill Bits”, Sandia National Laboratories, SAND86-1745-UC-66c, 1987, pp. 1-206.
Glowka, David A., “The Use of Single—Cutter Data in the Analysis of PDC Bit Designs”, 61st Annual Technical Conference and Exhibition of Society of Petroleum Engineers, 1986, pp. 1-37.
Gonthier, F. “High-power All-Fiber® components: The missing link for high power fiber fasers”, source unknown, 11 pages.
Graves, R. M. et al., “Comparison of Specific Energy Between Drilling With High Power Lasers and Other Drilling Methods”, SPE, No. SPE 77627, a paper presented at the SPE (Society of Petroleum Engineers) Annual Technical Conference and Exhibiton, Sep. 2002, pp. 1-8.
Graves, R. M. et al., “Spectral signatures and optic coeffecients of surface and reservoir rocks at COIL, CO2 and Nd:YAG laser wavelenghts”, source unknown, 13 pages.
Graves, R. M. et al., “StarWars Laser Technology Applied to Drilling and Completing Gas Wells”, SPE, No. 49259, a paper prepared for presentation at the 1998 SPE Annual Technical Conference and Exhibition, 1998, 761-770.
Graves, Ramona M. et al., “Application of High Power Laser Technology to Laser/Rock Destruction: Where Have We Been? Where Are We Now?”, SW AAPG Convention, 2002, pp. 213-224.
Graves, Ramona M. et al., “Laser Parameters That Effect Laser-Rock Interaction: Determining the Benefits of Applying Star Wars Laser Technology for Drilling and Completing Oil and Natural Gas Wells”, Topical Report, Petroleum Engineering Department, Colorado School of Mines, 2001, pp. 1-157.
Green, D. J. et al., “Crack Arrest and Multiple Crackling in Glass Through the Use of Designed Residual Stress Profiles”, Science, vol. 283, No. 1295, 1999, pp. 1295-1297.
Grigoryan, V., “InhomogeneoBoundary Value Problems”, a lecture for Math 124B, Jan. 26, 2010, pp. 1-5.
Grigoryan, V., “Separathion of variables: Neumann Condition”, a lecture for Math 124A, Dec. 1, 2009, pp. 1-3.
Gunn, D. A. et al., “Laboratory Measurement and Correction of Thermal Properties for Application to the Rock Mass”, Geotechnical and Geological Engineering, vol. 23, 2005, pp. 773-791.
Guo, B. et al., “Chebyshev Rational Spectral and Pseudospectral Methods on a Semi-infinite Interval”, Int. J. Numer. Meth. Engng, vol. 53, 2002, pp. 65-84.
Gurarie, V. N., “Stress Resistance Parameters of Brittle Solids Under Laser/Plasma Pulse Heating”, Materials Science and Engineering, vol. A288, 2000, pp. 168-172.
Habib, P. et al., “The Influence of Residual Stresses on Rock Hardness”, Rock Mechanics, vol. 6, 1974, pp. 15-24.
Hagan, P. C., “The Cuttability of Rock Using a High Pressure Water Jet”, University of New South Wales, Sydney, Australia, obtained form the Internet on Sep. 7, 2010, at: http://www.mining.unsw.edu.au/Publications/publications—staff/Paper—Hagan—WASM.htm, 16 pages.
Hall, K. et al., “Rock Albedo and Monitoring of Thermal Conditions in Respect of Weathering: Some Expected and Some Unexpected Results”, Earth Surface Processes and Landforms, vol. 30, 2005, pp. 801-811.
Hall, Kevin, “The role of thermal stress fatigue in the breakdown of rock in cold regions”, Geomorphology, vol. 31, 1999, pp. 47-63.
Hammer, D. X. et al., “Shielding Properties of Laser-Induced Breakdown in Water for Pulse Durations from 5 ns to 125 fs”, Applied Optics, vol. 36, No. 22, Aug. 1, 1997, pp. 5630-5640.
Han, Wei, “Computational and experimental investigations of laser drilling and welding for microelectronic packaging”, Dorchester Polytechnic Institute, A Dissertation submitted in May 2004, 242 pgs.
Hancock, M. J., “The 1-D Heat Equation: 18.303 Linear Partial Differential Equations”, source unknown, 2004, pp. 1-41.
Hareland, G. et al., “Drag—Bit Model Including Wear”, SPE, No. 26957, a paper prepared for presentation at the Latin American/Caribbean Petroleum Engineering Conference, Apr. 1994, pp. 657-667.
Hareland, G. et al., “Cutting Efficiency of a Single PDC Cutter on Hard Rock”, Journal of Canadian Petroleum Technology, vol. 48, No. 6, 2009, pp. 1-6.
Hareland, G., et al., “A Drilling Rate Model for Roller Cone Bits and Its Application”, SPE, No. 129592, a paper prepared for presentation at the CPS/SPE International Oil and Gas Conference and Exhibition, Jun. 2010, pp. 1-7.
Harrison, C. W. III et al., “Reservoir Characterization of the Frontier Tight Gas Sand, Green River Basin, Wyoming”, SPE, No. 21879, a paper prepared for presentation at the Rocky Mountain Regional Meeting and Low-Permeability Reservoirs Symposium, Apr. 1991, pp. 717-725.
Hashida, T. et al., “Numerical Simulation with Experimental Verification of the Fracture Behavior in Granite Under Confining Pressures based on the Tension-Softening Model”, International Journal of Fracture, vol. 59, 1993, pp. 227-244.
Hasting, M. A. et al., “Evaluation of the Environmental Impacts of Induced Seismicity at the Naknek Geothermal Energy Project, Naknek, Alaska”, a final report prepared for ASRC Energy Services Alaska Inc., May 2010, pp. 1-33.
Head, P. et al., “Electric Coiled Tubing Drilling (E-CTD) Project Update”, SPE, No. 68441, a paper prepared for presentation at the SPE/CoTA Coiled Tubing Roundtable, Mar. 2001, pp. 1-9.
Healy, Thomas E., “Fatigue Crack Growth in Lithium Hydride”, Lawrence Livermore National Laboratory, 1993, pp. 1-32.
Hettema, M. H. H. et al., “The Influence of Steam Pressure on Thermal Spalling of Sedimentary Rock: Theory and Experiments”, Int. J. Rock Mech. Min. Sci., vol. 35, No. 1, 1998, pp. 3-15.
Hibbs, Louis E. et al., “Wear Machanisms for Polycrystalline-Diamond Compacts as Utilized fro Drilling in Geothermal Environments”, Sandia National Laboratories, for The United States Government, Report No. SAND-82-7213, 1983, 287 pgs.
Hoek, E., “Fracture of Anisotropic Rock”, Journal of the South African Institute of Mining and Metallurgy, vol. 64, No. 10, 1964, pp. 501-523.
Hood, M., “Waterjet-Assisted Rock Cutting Systems—The Present State of the Art”, International Journal of Mining Engineering, vol. 3, 1985, pp. 91-111.
Hoover, Ed R. et al., “Failure Mechanisms of Polycrystalline-Diamond Compact Drill Bits in Geothermal Environments”, Sandia Report, Sandia National Laboratories, SAND81-1404, 1981, pp. 1-35.
Howard, A. D. et al., “VOLAN Interpretation and Application in the Bone Spring Formation (Leonard Series) in Southeastern New Mexico”, SPE, No. 13397, a paper presented at the 1984 SPE Production Technology Symposium, Nov. 1984, 10 pages.
Howells, G., “Super-Water [R] Jetting Applications from 1974 to 1999”, paper presented st the Proceedings of the 10th American Waterjet Confeence in Houston, Texas, 1999, 25 pages.
Hu, H. et al., “SimultaneoVelocity and Concentration Measurements of a Turbulent Jet Mixing Flow”, Ann. N.Y. Acad. Sci., vol. 972, 2002, pp. 254-259.
Huang, C. et al., “A Dynamic Damage Growth Model for Uniaxial Compressive Response of Rock Aggregates”, Mechanics of Materials, vol. 34, 2002, pp. 267-277.
Huang, H. et al., “Intrinsic Length Scales in Tool-Rock Interaction”, International Journal of Geomechanics, Jan./Feb. 2008, pp. 39-44.
Huenges, E. et al., “The Stimulation of a Sedimentary Geothermal Reservoir in the North German Basin: Case Study Grob Schonebeck”, Proceedings, Twenty-Ninth Workshop on Geothermal Reservoir Engineering, Stanford University, Stanford, California, Jan. 26-28, 2004, 4 pages.
Huff, C. F. et al., “Recent Developments in Polycrystalline Diamond-Drill-Bit Design”, Drilling Technology Division-4741, Sandia National Laboratories, 1980, pp. 1-29.
Hutchinson, J. W., “Mixed Mode Cracking in Layered Materials”, Advances in Applied Mechanics, vol. 29, 1992, pp. 63-191.
IADC Dull Grading System for Fixed Cutter Bits, by Hughes Christensen, 1996, 14 pgs.
Imbt, W. C. et al., “Porosity in Limestone and Dolomite Petroleum Reservoirs”, paper presented at the Mid Continent District, Division of Production, Oklahoma City, Oklahoma, Jun. 1946, pp. 364-372.
Jackson, M. K. et al., “Nozzle Design for Coherent Water Jet Production”, source unknown, believed to be published prior to 2012, pp. 53-89.
Jadoun, R. S., “Study on Rock-Drilling Using PDC Bits for the Prediction of Torque and Rate of Penetration”, Int. J. Manufacturing Technology and Management, vol. 17, No. 4, 2009, pp. 408-418.
Jain, R. K. et al., “Development of Underwater Laser Cutting Technique for Steel and Zircaloy for Nuclear Applications”, Journal of Physics for Indian Academy of Sciences, vol. 75 No. 6, Dec. 2010, pp. 1253-1258.
Jen, C. K. et al., “Leaky Modes in Weakly Guiding Fiber Acoustic Waveguides”, IEEE Transactions on Ultrasonic Ferroelectrics and Frequency Control, vol. UFFC-33 No. 6, Nov. 1986, pp. 634-643.
Jimeno, Carlos Lopez et al., Drilling and Blasting of Rocks, a. a. Balkema Publishers, 1995, 30 pgs.
Judzis, A. et al., “Investigation of Smaller Footprint Drilling System; Ultra-High Rotary Speed Diamond Drilling Has Potential for Reduced Energy Requirements”, IADC/SPE No. 99020, 33 pages.
Jurewicz, B. R., “Rock Excavation with Laser Assistance”, Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., vol. 13, 1976, pp. 207-219.
Kahraman, S. et al., “Dominant rock properties affecting the penetration rate of percussive drills”, International Journal of Rock Mechanics and Mining Sciences, 2003, vol. 40, pp. 711-723.
Karakas, M., “Semianalytical Productivity Models for Perforated Completions”, SPE, No. 18247, a paper for SPE (Society of Petroleum Engineers) Production Engineering, Feb. 1991, pp. 73-82.
Karasawa, H. et al., “Development of PDC Bits for Downhole Motors”, Proceedings 17th NZ Geothermal Workshop, 1995, pp. 145-150.
Kelsey, James R., “Drilling Technology/GDO”, Sandia National Laboratories, SAND-85-1866c, DE85 017231, 1985, pp. 1-7.
Kemeny, J. M., “A Model for Non-linear Rock Deformation Under Compression Due to Sub-critical Crack Growth”, Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., vol. 28 No. 6, 1991, pp. 459-467.
Kerr, Callin Joe, “PDC Drill Bit Design and Field Application Evolution”, Journal of Petroleum Technology, 1988, pp. 327-332.
Ketata, C. et al., “Knowledge Selection for Laser Drilling in the Oil and Gas Industry”, Computer Society, 2005, pp. 1-6.
Khan, Ovais U. et al., “Laser heating of sheet metal and thermal stress development”, Journal of Materials Processing Technology, vol. 155-156, 2004, pp. 2045-2050.
Khandelwal, M., “Prediction of Thermal Conductivity of Rocks by Soft Computing”, Int. J. Earth Sci. (Geol. Rundsch), May 11, 2010, 7 pages.
Kim, C. B. et al., “Measurement of the Refractive Index of Liquids at 1.3 and 1.5 Micron Using a Fibre Optic Fresnel Ratio Meter”, Meas. Sci. Technol.,vol. 5, 2004, pp. 1683-1686.
Kim, K. R. et al., “CO2 laser-plume interaction in materials processing”, Journal of Applied Physics, vol. 89, No. 1, 2001, pp. 681-688.
Kiwata, T. et al., “Flow Visualization and Characteristics of a Coaxial Jet with a Tabbed Annular Nozzle”, JSME International Journal Series B, vol. 49, No. 4, 2006, pp. 906-913.
Klotz, K. et al., “Coatings with intrinsic stress profile: Refined creep analysis of (Ti,A1)N and cracking due to cyclic laser heating”, Thin Solid Films, vol. 496, 2006, pp. 469-474.
Kobayashi, T. et al., “Drilling a 2-inch in Diameter Hole in Granites Submerged in Water by CO2 Lasers”, SPE, No. 119914, a paper prepared for presentation at the SPE/IADC Drilling Conference and Exhibition, Mar. 2009, 6 pages.
Kobayashi, Toshio et al., “Drilling a 2-inch in Diameter Hole in Granites Submerged in Water by CO2 Lasers”, SPE International, IADC 119914 Drilling Conference and Exhibition, 2009, pp. 1-11.
Kobyakov, A. et al., “Design Concept for Optical Fibers with Enhanced SBS Threshold”, Optics Express, vol. 13, No. 14, Jul. 11, 2005, pp. 5338-5346.
Kolari, K., “Damage Mechanics Model for Brittle Failure of Transversely Isotropic Solids (Finite Element Implementation)”, VTT Publications 628, 2007, 210 pages.
Kollé, J. J., “A Comparison of Water Jet, Abrasive Jet and Rotary Diamond Drilling in Hard Rock”, Tempress Technologies Inc., 1999, pp. 1-8.
Kolle, J. J., “HydroPulse Drilling”, a Final Report for Department of Energy under Cooperative Development Agreement No. DE-FC26-FT34367, Apr. 2004, 28 pages.
Kovalev, V. I. et al., “Observation of Hole Burning in Spectrum in SBS in Optical Fibres Under CW Monochromatic Laser Excitation”, IEEE, Jun. 3, 2010, pp. 56-57.
Koyamada, Y. et al., “Simulating and Designing Brillouin Gain Spectrum in Single-Mode Fibers”, Journal of Lightwave Technology, vol. 22, No. 2, Feb. 2004, pp. 631-639.
Krajcinovic, D. et al., “A Micromechanical Damage Model for Concrete”, Engineering Fracture Mechanics, vol. 25, No. 5/6, 1986, pp. 585-596.
Kranz, R. L., “Microcracks in Rocks: A Review”, Tectonophysics, vol. 100, 1983, pp. 449-480.
Kubacki, Emily et al., “Optics for Fiber Laser Applications”, CVI Laser, LLC, Technical Reference Document #20050415, 2005, 5 pgs.
Kujawski, Daniel, “A fatigue crack driving force parameter with load ratio effects”, International Journal of Fatigue, vol. 23, 2001, pp. S239-S246.
Labuz, J. F. et al., “Experiments with Rock: Remarks on Strength and Stability Issues”, International Journal of Rock Mechanics & Mining Science, vol. 44, 2007, pp. 525-537.
Labuz, J. F. et al., “Size Effects in Fracture of Rock”, Rock Mechanics for Industry, Amadei, Kranz, Scott & Smeallie (eds), 1999, pp. 1137-1143.
Labuz, J. F. et al., “Microrack-dependent fracture of damaged rock”, International Journal of Fracture, vol. 51, 1991, pp. 231-240.
Lacy, Lewis L., “Dynamic Rock Mechanics Testing for Optimized Fracture Designs”, Society of Petroleum Engineers International, Annual Technical Conference and Exhibition, 1997, pp. 23-36.
Lally, Evan M., “A Narrow-Linewidth Laser at 1550 nm Using the Pound-Drever-Hall Stabilization Technique”, Thesis, submitted to Virginia Polytechnic Institute and State University, Blacksburg, Virginia, 2006, 92 pgs.
Langeveld, C. J., “PDC Bit Dynamics”, a paper prepared for presentation at the 1992 IADC/SPE Drilling Conference, Feb. 1992, pp. 227-241.
Lau, John H., “Thermal Fatigue Life Prediction of Flip Chip Solder Joints by Fracture Mechanics Method”, Engineering Fracture Mechanics, vol. 45, No. 5, 1993, pp. 643-654.
Lee, S. H. et al., “Themo-Poroelastic Analysis of Injection-Induced Rock Deformation and Damage Evolution”, Proceedings Thirty-Fifth Workshop on Geothermal Reservoir Engineering, Feb. 2010, 9 pages.
Lee, Y. W. et al., “High-Power Yb3+ Doped Phosphate Fiber Amplifier”, IEEE Journal of Selected Topics in Quantum Electronics, vol. 15, No. 1, Jan./Feb. 2009, pp. 93-102.
Legarth, B. et al., “Hydraulic Fracturing in a Sedimentary Geothermal Reservoir: Results and Implications”, International Journal of Rock Mechanics & Mining Sciences, vol. 42 , 2005, pp. 1028-1041.
Lehnhoff, T. F. et al., “The Influence of Temperature Dependent Properties on Thermal Rock Fragmentation”, Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., vol. 12, 1975, pp. 255-260.
Leong, K. H. et al., “Lasers and Beam Delivery for Rock Drilling”, Argonne National Laboratory, ANL/TD/TM03-01, 2003, pp. 1-35.
Leong, K. H., “Modeling Laser Beam-Rock Interaction”, a report prepared for Department of Energy (http://www.doe.gov/bridge), 8 pages.
Leung, M. et al., “Theoretical study of heat transfer with moving phase-change interface in thawing of frozen food”, Journal of Physics D: Applied Physics, vol. 38, 2005, pp. 477-482.
Li, Q. et al., “Experimental Research on Crack Propagation and Failure in Rock-type Materials under Compression”, EJGE, vol. 13, Bund. D, 2008, p. 1-13.
Li, X. B. et al., “Experimental Investigation in the Breakage of Hard Rock by the PDC Cutters with Combined Action Modes”, Tunnelling and Underground Space Technology, vol. 16., 2001, pp. 107-114.
Liddle, D. et al., “Cross Sector Decommissioning Workshop”, presentation, Mar. 23, 2011, 14 pages.
Lima, R. S. et al., “Elastic ModulMeasurements via Laser-Ultrasonic and Knoop Indentation Techniques in Thermally Sprayed Coatings”, Journal of Thermal Spray Technology, vol. 14(1), 2005, pp. 52-60.
Lin, Y. T., “The Impact of Bit Performance on Geothermal-Well Cost”, Sandia National Laboratories, SAND-81-1470C, 1981, pp. 1-6.
Lindholm, U. S. et al., “The Dynamic Strength and Fracture Properties of Dresser Basalt”, Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., vol. 11, 1974, pp. 181-191.
Loland, K. E., “ContinuoDamage Model for Load-Response Estimation of Concrete”, Cement and Concrete Research, vol. 10, 1980, pp. 395-402.
Lomov, I. N. et al., “Explosion in the Granite Field: Hardening and Softening Behavior in Rocks”, U.S. Department of Energy, Lawrence Livermore National Laboratory, 2001, pp. 1-7.
Long, S. G. et al., “Thermal fatigue of particle reinforced metal-matrix composite induced by laser heating and mechanical load”, Composites Science and Technology, vol. 65, 2005, pp. 1391-1400.
Lorenzana, H. E. et al., “Metastability of Molecular Phases of Nitrogen: Implications to the Phase Diagram”, a manuscript submitted to the European Hight Pressure Research Group 39 Conference, Advances on High Pressure, Sep. 21, 2001, 18 pages.
Lubarda, V. A. et al., “Damage Model for Brittle Elastic Solids with Unequal Tensile and Compressive Strengths”, Engineering Fracture Mechanics, vol. 29, No. 5, 1994, pp. 681-692.
Lucia, F. J. et al., “Characterization of Diagenetically Altered Carbonate Reservoirs, South Cowden Grayburg Reservoir, West Texas”, a paper prepared for presentation at the 1996 SPE Annual Technical Conference and Exhibition, Oct. 1996, pp. 883-893.
Luffel, D. L. et al., “Travis Peak Core Permeability and Porosity Relationships at Reservoir Stress”, SPE Formation Evaluation, Sep. 1991, pp. 310-318.
Luft, H. B. et al., “Development and Operation of a New Insulated Concentric Coiled Tubing String for ContinuoSteam Injection in Heavy Oil Production”, Conference Paper published by Society of Petroleum Engineers on the Internet at: (http://www.onepetro.org/mslib/servlet/onepetropreview?id=00030322), on Aug. 8, 2012, 1 page.
Lund, M. et al., “Specific Ion Binding to Macromolecules: Effect of Hydrophobicity and Ion Pairing”, Langmuir, 2008 vol. 24, 2008, pp. 3387-3391.
Lyons, K. David et al., “NETL Extreme Drilling Laboratory Studies High Pressure High Temperature Drilling Phenomena”, U.S. Department of Energy, National Energy Technology Laboratory, 2007, pp. 1-6.
Manrique, E. J. et al., “EOR Field Experiences in Carbonate Reservoirs in the United States”, SPE Reservoir Evaluation & Engineering, Dec. 2007, pp. 667-686.
Maqsood, A. et al., “Thermophysical Properties of PoroSandstones: Measurement and Comparative Study of Some Representative Thermal Conductivity Models”, International Journal of Thermophysics, vol. 26, No. 5, Sep. 2005, pp. 1617-1632.
Marcuse, D., “Curvature Loss Formula for Optical Fibers”, J. Opt. Soc. Am., vol. 66, No. 3, 1976, pp. 216-220.
Marshall, David B. et al., “Indentation of Brittle Materials”, Microindentation Techniques in Materials Science and Engineering, ASTM STP 889; American Society for Testing and Materials, 1986, pp. 26-46.
Martin, C. D., “Seventeenth Canadian Geotechnical Colloquium: The Effect of Cohesion Loss and Stress Path on Brittle Rock Strength”, Canadian Geotechnical Journal, vol. 34, 1997, pp. 698-725.
Martins, A. et al., “Modeling of Bend Losses in Single-Mode Optical Fibers”, Institutu de Telecomunicacoes, Portugal, 3 pages.
Maurer, W. C. et al., “Laboratory Testing of High-Pressure, High-Speed PDC Bits”, a paper prepared for presentation at the 61st Annual Technical Conference and Exhibition of the Society of Petroleum Engineers, Oct. 1986, pp. 1-8.
Maurer, William C., “Advanced Drilling Techniques”, published by Petroleum Publishing Co., copyright 1980, 26 pgs.
Maurer, William C., “Novel Drilling Techniques”, published by Pergamon Press, UK, copyright 1968, pp. 1-64.
Mazerov, Katie, “Bigger coil sizes, hybrid rigs, rotary steerable advances push coiled tubing drilling to next level”, Drilling Contractor, 2008, pp. 54-60.
McElhenny, John E. et al., “Unique Characteristic Features of Stimulated Brillouin Scattering in Small-Core Photonic Crystal Fibers”, J. Opt. Soc. Am. B, vol. 25, No. 4, 2008, pp. 582-593.
McKenna, T. E. et al., “Thermal Conductivity of Wilcox and Frio Sandstones in South Texas (Gulf of Mexico Basin)”, AAPG Bulletin, vol. 80, No. 8, Aug. 1996, pp. 1203-1215.
Medvedev, I. F. et al., “Optimum Force Characteristics of Rotary-Percussive Machines for Drilling Blast Holes”, Moscow, Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, No. 1, 1967, pp. 77-80.
Meister, S. et al., “Glass Fibers for Stimulated Brillouin Scattering and Phase Conjugation”, Laser and Particle Beams, vol. 25, 2007, pp. 15-21.
Mejia-Rodriguez, G. et al., “Multi-Scale Material Modeling of Fracture and Crack Propagation”, Final Project Report in Multi-Scale Methods in Applied Mathematics, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, pp. 1-9.
Mensa-Wilmot, G. et al., “New PDC Bit Technology, Improved Drillability Analysis, and Operational Practices Improve Drilling Performance in Hard and Highly HeterogeneoApplications”, a paper prepared for the 2004 SPE (Society of Petroleum Engineers) Eastern Regional Meeting, Sep. 2004, pp. 1-14.
Mensa-Wilmot, Graham et al., “Advanced Cutting Structure Improves PDC Bit Performance in Hard and Abrasive Drilling Environments”, Society of Petroleum Engineers International, 2003, pp. 1-13.
Messaoud, Louafi, “Influence of Fluids on the Essential Parameters of Rotary Percussive Drilling”, Laboratoire d'Environnement (Tébessa), vol. 14, 2009, pp. 1-8.
Messica, A. et al., “Theory of Fiber-Optic Evanescent-Wave Spectroscopy and Sensor”, Applied Optics, vol. 35, No. 13, May 1, 1996, pp. 2274-2284.
Mills, W. R. et al., “Pulsed Neutron Porosity Logging”, SPWLA Twenty-Ninth Annual Logging Symposium, Jun. 1988, pp. 1-21.
Mirkovich, V. V., “Experimental Study Relating Thermal Conductivity to Thermal Piercing of Rocks”, Int. J. Rock Mech. Min. Sci., vol. 5, 1968, pp. 205-218.
Mittelstaedt, E. et al., “A Noninvasive Method for Measuring the Velocity of Diffuse Hydrothermal Flow by Tracking Moving Refractive Index Anomalies”, Geochemistry Geophysics Geosystems, vol. 11, No. 10, Oct. 8, 2010, pp. 1-18.
Moavenzadeh, F. et al., “Thin Disk Technique for Analyzing Fock Fractures Induced by Laser Irradiation”, a report prepared for the Department of Transportation under Contract C-85-65, May 1968, 91 pages.
Mocofanescu, A. et al., “SBS threshold for single mode and multimode GRIN fibers in an all fiber configuration”, Optics Express, vol. 13, No. 6, 2005, pp. 2019-2024.
Montross, C. S. et al., “Laser-Induced Shock Wave Generation and Shock Wave Enhancement in Basalt”, International Journal of Rock Mechanics and Mining Sciences, 1999, pp. 849-855.
Moradian, Z. A. et al., “Predicting the Uniaxial Compressive Strength and Static Young's Modulof Intact Sedimentary Rocks Using the Ultrasonic Test”, International Journal of Geomechanics, vol. 9, No. 1, 2009, pp. 14-19.
Morozumi, Y. et al., “Growth and Structures of Surface Disturbances of a Round Liquid Jet in a Coaxial Airflow”, Fluid Dynamics Research, vol. 34, 2004, pp. 217-231.
Morse, J. W. et al., “Experimental and Analytic Studies to Model Reaction Kinetics and Mass Transport of Carbon Dioxide Sequestration in Depleted Carbonate Reservoirs”, a Final Scientific/Technical Report for DOE, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, 158 pages.
Moshier, S. O., “Microporosity in Micritic Limestones: A Review”, Sedimentary Geology, vol. 63, 1989, pp. 191-213.
Mostafa, M. S. et al., “Investigation of Thermal Properties of Some Basalt Samples in Egypt”, Journal of Thermal Analysis and Calorimetry, vol. 75, 2004, pp. 178-188.
Mukhin, I. B. et al., “Experimental Study of Kilowatt-Average-Power Faraday Isolators”, OSA/ASSP, 2007, 3 pages.
Multari, R. A. et al., “Effect of Sampling Geometry on Elemental Emissions in Laser-Induced Breakdown Spectroscopy”, Applied Spectroscopy, vol. 50, No. 12, 1996, pp. 1483-1499.
Munro, R. G., “Effective Medium Theory of the Porosity Dependence of Bulk Moduli”, Communications of American Ceramic Society, vol. 84, No. 5, 2001, pp. 1190-1192.
Murphy, H. D., “Thermal Stress Cracking and Enhancement of Heat Extraction from Fractured Geothermal Reservoirs”, a paper submitted to the Geothermal Resource Council for its 1978 Annual Meeting, Jul. 1978, 7 pages.
Murrell, S. A. F. et al., “The Effect of Temperature on the Strength at High Confining Pressure of Granodiorite Containing Free and Chemically-Bound Water”, Mineralogy and Petrology, vol. 55, 1976, pp. 317-330.
Muto, Shigeki et al., “Laser cutting for thick concrete by multi-pass technique”, Chinese Optics Letters, vol. 5 Supplement, 2007, pp. S39-S41.
Myung, I. J., “Tutorial on Maximum Likelihood Estimation”, Journal of Mathematical Psychology, vol. 47, 2003, pp. 90-100.
Nakano, A. et al., “Visualization for Heat and Mass Transport Phenomena in Supercritical Artificial Air”, Cryogenics, vol. 45, 2005, pp. 557-565.
Naqavi, I. Z. et al., “Laser heating of multilayer assembly and stress levels: elasto-plastic consideration”, Heat and Mass Transfer, vol. 40, 2003, pp. 25-32.
Nara, Y. et al., “Study of Subcritical Crack Growth in Andesite Using the Double Torsion Test”, International Journal of Rock Mechanics & Mining Sciences, vol. 42, 2005, pp. 521-530.
Nara, Y. et al., “Sub-critical crack growth in anisotropic rock”, International Journal of Rock Mechanics and Mining Sciences, vol. 43, 2006, pp. 437-453.
Nemat-Nasser, S. et al., “Compression-Induced Nonplanar Crack Extension With Application to Splitting, Exfoliation, and Rockburst”, Journal of Geophysical Research, vol. 87, No. B8, 1982, pp. 6805-6821.
Nicklaus, K. et al., “Optical Isolator for Unpolarized Laser Radiation at Multi-Kilowatt Average Power”, Optical Society of America, 2005, 3 pages.
Nikles, M. et al., “Brillouin Gain Spectrum Characterization in Single-Mode Optical Fibers”, Journal of Lightwave Technology, vol. 15, No. 10, Oct. 1997, pp. 1842-1851.
Nilsen, B. et al., “Recent Developments in Site Investigation and Testing for Hard Rock TBM Projects”, 1999 RETC Proceedings, 1999, pp. 715-731.
Nimick, F. B., “Empirical Relationships Between Porosity and the Mechanical Properties of Tuff”, Key Questions in Rock Mechanics, Cundall et al. (eds), 1988, pp. 741-742.
Nolen-Hoeksema, R., “Fracture Development and Mechnical Stratigraphy of Austin Chalk, Texas: Discussion”, a discussion for The American Association of Petroleum Geologists Bulletin, vol. 73, No. 6, Jun. 1989, pp. 792-793.
O'Hare, Jim et al., “Design Index: A Systematic Method of PDC Drill-Bit Selection”, Society of Petroleum Engineers International, IADC/SPE Drilling Conference, 2000, pp. 1-15.
Oglesby, K. et al., “Advanced Ultra High Speed Motor for Drilling”, a project update by Impact Technologies LLC for the Department of Energy, Sep. 12, 2005, 36 pages.
Okon, P. et al., “Laser Welding of Aluminium Alloy 5083”, 21st International Congress on Applications of Lasers and Electro-Optics, 2002, pp. 1-9.
Olsen, F. O., “Fundamental Mechanisms of Cutting Front Formation in Laser Cutting”, SPIE, vol. 2207, pp. 402-413.
Ortega, Alfonso et al., “Frictional Heating and Convective Cooling of Polycrystalline Diamond Drag Tools During Rock Cutting”, Report No. SAND 82-0675c, Sandia National Laboratories, 1982, 23 pgs.
Ortega, Alfonso et al., “Studies of the Frictional Heating of Polycrystalline Diamond Compact Drag Tools During Rock Cutting”, Sandia National Laboratories, SAND-80-2677, 1982, pp. 1-151.
Ortiz, Blas et al., Improved Bit Stability Reduces Downhole Harmonics (Vibrations), International Association of Drilling Contractors/Society of Petroleum Engineers Inc., 1996, pp. 379-389.
Ouyang, L. B. et al., “General Single Phase Wellbore Flow Model”, a report prepared for the COE/PETC, May 2, 1997, 51 pages.
Palashchenko, Yuri A., “Pure Rolling of Bit Cones Doubles Performance”, I & Gas Journal, vol. 106, 2008, 8 pgs.
Palchaev, D. K. et al., “Thermal Expansion of Silicon Carbide Materials”, Journal of Engineering Physics and Thermophysics, vol. 66, No. 6, 1994, 3 pages.
Pardoen, T. et al., “An extended model for void growth and Coalescence”, Journal of the Mechanics and Physics of Solids, vol. 48, 2000, pp. 2467-2512.
Park, Un-Chul et al., “Thermal Analysis of Laser Drilling Processes”, IEEE Journal of Quantum Electronics, 1972, vol. QK-8, No. 2, 1972, pp. 112-119.
Parker, R. et al., “Drilling Large Diameter Holes in Rocks Using Multiple Laser Beams (504)”, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, 6 pages.
Parker, Richard A. et al., “Laser Drilling Effects of Beam Application Methods on Improving Rock Removal”, Society of Petroleum Engineers, SPE 84353, 2003, pp. 1-7.
Patricio, M. et al., “Crack Propagation Analysis”, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, 24 pages.
Pavlina, E. J. et al., “Correlation of Yield Strength and Tensile Strength with Hardness for Steels”, Journals of Materials Engineering and Performance, vol. 17, No. 6, 2008, pp. 888-893.
Peebler, R. P. et al., “Formation Evaluation with Logs in the Deep Anadarko Basin”, SPE of AIME, 1972, 15 pages.
Pepper, D. W. et al., “Benchmarking COMSOL Multiphysics 3.5a—CFD Problems”, a presentation, Oct. 10, 2009, 54 pages.
Percussion Drilling Manual, by Smith Tools, 2002, 67 pgs.
Pettitt, R. et al., “Evolution of a Hybrid Roller Cone/PDC Core Bit”, a paper prepared for Geothermal Resources Council 1980 Annual Meeting, Sep. 1980, 7 pages.
Phani, K. K. et al., “Pororsity Dependence of Ultrasonic Velocity and Elastic Modulin Sintered Uranium Dioxide—a discussion”, Journal of Materials Science Letters, vol. 5, 1986, pp. 427-430.
Ping, Cao et al., “Testing study of subcritical crack growth rate and fracture toughness in different rocks”, Transactions of NonferroMetals Society of China, vol. 16, 2006, pp. 709-714.
Plinninger, Dr. Ralf J. et al., “Wear Prediction in Hardrock Excavation Using the CERCHAR Abrasiveness Index (CAI)”, EUROCK 2004 & 53rd Geomechanics Colloquium. Schubert (ed.), VGE, 2004, pp. 1-6.
Plinninger, R. J. et al., “Wear Prediction in Hardrock Excavation Using the CERCHAR Abrasiveness Index (CAI)”, EUROCK 2004 & 53rd Geomechanics Colloquium, 2004, 6 pages.
Plinninger, Ralf J. et al., “Predicting Tool Wear in Drill and Blast”, Tunnels & Tunneling International Magazine, 2002, pp. 1-5.
Plumb, R. A. et al., “Influence of Composition and Texture on Compressive Strength Variations in the Travis Peak Formation”, a paper prepared for presentation at the 67th Annual Technical Conference and Exhibition of the Society of Petroleum Engineers, Oct. 1992, pp. 985-998.
Polsky, Yarom et al., “Enhanced Geothermal Systems (EGS) Well Construction Technology Evaluation Report”, Sandia National Laboratories, Sandia Report, SAND2008-7866, 2008, pp. 1-108.
Pooniwala, S. et al., “Lasers: The Next Bit”, a paper prepared for the presentation at the 2006 SPE (Society of Petroleum Engineers) Eastern Regional Meeting, Oct. 2006, pp. 1-10.
Pooniwala, Shahvir, “Lasers: The Next Bit”, Society of Petroleum Engineers, No. SPE 104223, 2006, 10 pgs.
Porter, J. A. et al., “Cutting Thin Sheet Metal with a Water Jet Guided Laser Using VarioCutting Distances, Feed Speeds and Angles of Incidence”, Int. J. Adv. Manuf. Technol., vol. 33, 2007, pp. 961-967.
Potyondy, D. O. et al., “A Bonded-particle model for rock”, International Journal of Rock Mechanics and Mining Sciences, vol. 41, 2004, pp. 1329-1364.
Potyondy, D. O., “Simulating Stress Corrosion with a Bonded-Particle Model for Rock”, International Journal of Rock Mechanics & Mining Sciences, vol. 44, 2007, pp. 677-691.
Potyondy, D., “Internal Technical Memorandum—Molecular Dynamics with PFC”, a Technical Memorandum to PFC Development Files and Itasca Website, Molecular Dynamics with PFC, Jan. 6, 2010, 35 pages.
Powell, M. et al., “Optimization of UHP Waterjet Cutting Head, The Orifice”, Flow International, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, 19 pages.
Price, R. H. et al., “Analysis of the Elastic and Strength Properties of Yuccs Mountain tuff, Nevada”, 26th Symposium on Rock Mechanics, Jun. 1985, pp. 89-96.
Qixian, Luo et al., “Using compression wave ultrasonic transducers to measure the velocity of surface waves and hence determine dynamic modulof elasticity for concrete”, Construction and Building Materials, vol. 10, No. 4, 1996, pp. 237-242.
Quinn, R. D. et al., “A Method for Calculating Transient Surface Temperatures and Surface Heating Rates for High-Speed Aircraft”, NASA, Dec. 2000, 35 pages.
Radkte, Robert, “New High Strength and faster Drilling TSP Diamond Cutters”, Report by Technology International, Inc., DOE Award No. DE-FC26-97FT34368, 2006, 97 pgs.
Ramadan, K. et al., “On the Analysis of Short-Pulse Laser Heating of Metals Using the Dual Phase Lag Heat Conduction Model”, Journal of Heat Transfer, vol. 131, Nov. 2009, pp. 111301-1 to 111301-7.
Rao, M. V. M. S. et al., “A Study of Progressive Failure of Rock Under Cyclic Loading by Ultrasonic and AE Monitoring Techniques”, Rock Mechanics and Rock Engineering, vol. 25, No. 4, 1992, pp. 237-251.
Rauenzahn, R. M. et al., “Rock Failure Mechanisms of Flame-Jet Thermal Spallation Drilling—Theory and Experimental Testing”, Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., vol. 26, No. 5, 1989, pp. 381-399.
Rauenzahn, R. M., “Analysis of Rock Mechanics and Gas Dynamics of Flame-Jet Thermal Spallation Drilling”, a dissertation for the degree of Doctor of Philosophy at Massachusettes Institute of Technology, Sep. 1986, pp. 1-524.
Rauenzahn, R. M. et al., “Rock Failure Mechanisms of Flame-Jet Thermal Spallation Drilling—Theory and Experimental Testing”, Int. J. Rock Merch. Min. Sci. & Geomech. Abstr., vol. 26, No. 5, 1989, pp. 381-399.
Rauenzahn, R. M., “Analysis of Rock Mechanics and Gas Dynamics of Flame-Jet Thermal Spallation Drilling”, Massachusetts Institute of Technology, submitted in partial fulfillment of doctorate degree, 1986 583 pgs.
Ravishankar, M. K., “Some Results on Search Complexity vs Accuracy”, DARPA Spoken Systems Technology Workshop, Feb. 1997, 4 pages.
Raymond, David W., “PDC Bit Testing At Sandia Reveals Influence of Chatter in Hard-Rock Drilling”, Geothermal Resources Council Monthly Bulletin, SAND99-2655J, 1999, 7 pgs.
Ream, S. et al., “Zinc Sulfide Optics for High Power Laser Applications”, Paper 1609, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, 7 pages.
Rice, J. R., “On the Stability of Dilatant Hardening for Saturated Rock Masses”, Journal of Geophysical Research, vol. 80, No. 11, Apr. 10, 1975, pp. 1531-1536.
Richter, D. et al., “Thermal Expansion Behavior of IgneoRocks”, Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., vol. 11, 1974, pp. 403-411.
Rietman, N. D. et al., “Comparative Economics of Deep Drilling in Anadarka Basin”, a paper presented at the 1979 Society of Petroleum Engineers of AIME Deep Drilling and Production Symposium, Apr. 1979, 5 pages.
Rijken, P. et al., “Predicting Fracture Attributes in the Travis Peak Formation Using Quantitative Mechanical Modeling and Stractural Diagenesis”, Gulf Coast Association of Geological Societies Transactions vol. 52, 2002, pp. 837-847.
Rijken, P. et al., “Role of Shale Thickness on Vertical Connectivity of Fractures: Application of Crack-Bridging Theory to the Austin Chalk, Texas”, Tectonophysics, vol. 337 ,2001, pp. 117-133.
Rosier, M., “Generalized Hermite Polynomials and the Heat Equation for Dunkl Operators”, a paper, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, pp. 1-24.
Rossmanith, H. P. et al., “Fracture Mechanics Applications to Drilling and Blasting”, Fatigue & Fracture Engineering Materials & Structures, vol. 20, No. 11, 1997, pp. 1617-1636.
Rossmanith, H. P. et al., “Wave Propagation, Damage Evolution, and Dynamic Fracture Extension. Part I. Percussion Drilling”, Materials Science, vol. 32, No. 3, 1996, pp. 350-358.
Rubin, A. M. et al., “Dynamic Tensile-Failure-Induced Velocity Deficits in Rock”, Geophysical Research Letters, vol. 18, No. 2, Feb. 1991, pp. 219-222.
Sachpazis, C. I, M. Sc., Ph. D., “Correlating Schmidt Hardness With Compressive Strength and Young's ModulOf Carbonate Rocks”, International Association of Engineering Geology, Bulletin, No. 42, 1990, pp. 75-83.
Salehi, I. A. et al., “Laser Drilling—Drilling with the Power Light”, a final report a contract with DOE with award No. DE-FC26-00NT40917, May 2007, in parts 1-4 totaling 318 pages.
Sandler, I. S. et al., “An Algorithm and a Modular Subroutine for the Cap Model”, International Journal for Numerical and Analytical Methods in Geomechanics, vol. 3, 1979, pp. 173-186.
Sano, Osam et al., “Acoustic Emission During Slow Crack Growth”, Department Mining and Mineral Engineering, NII-Electronic Library Service, 1980, pp. 381-388.
Santarelli, F. J. et al., “Formation Evaluation From Logging on Cuttings”, SPE Reservoir Evaluation & Engineering, Jun. 1998, pp. 238-244.
Sattler, A. R., “Core Analysis in a Low Permeability Sandstone Reservoir: Results from the Multiwell Experiment”, a report by Sandia National Laboratories for The Department of Energy, Apr. 1989, 69 pages.
Scaggs, M. et al., “Thermal Lensing Compensation Objective for High Power Lasers”, published by Haas Lasers Technologies, Inc., while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, 7 pages.
Schaff, D. P. et al., “Waveform Cross-Correlation-Based Differential Travel-Time Measurements at the Northern California Seismic Network”, Bulletin of the Seismological Society of America, vol. 95, No. 6, Dec. 2005, pp. 2446-2461.
Schaffer, C. B. et al., “Dynamics of Femtosecond Laser-Induced Breakdown in Water from Femtoseconds to Microseconds”, Optics Express, vol. 10, No. 3, Feb. 11, 2002, pp. 196-203.
Scholz, C. H., “Microfracturing of Rock in Compression”, a dissertation for the degree of Doctor of Philosophy at Massachusettes Instutute of Trechnology, Sep. 1967, 177 pages.
Schormair, Nik et al., “The influence of anisotropy on hard rock drilling and cutting”, The Geological Society of London, IAEG, Paper No. 491, 2006, pp. 1-11.
Schroeder, R. J. et al., “High Pressure and Temperature Sensing for the Oil Industry Using Fiber Bragg Gratings Written onto Side Hole Single Mode Fiber”, publisher unknown, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, 4 pages.
Shannon, G. J. et al., “High power laser welding in hyperbaric gas and water environments”, Journal of Laser Applications, vol. 9, 1997, pp. 129-136.
Shiraki, K. et al., “SBS Threshold of a Fiber with a Brillouin Frequency Shift Distribution”, Journal of Lightwave Technology, vol. 14, No. 1, Jan. 1996, pp. 50-57.
Shuja, S. Z. et al., “Laser heating of semi-infinite solid with consecutive pulses: Influence of materaial properties on temperature field”, Optics & Laser Technology, vol. 40, 2008, pp. 472-480.
Simple Drilling Methods, WEDC Loughborough University, United Kingdom, 1995, 4 pgs.
Singh, T. N. et al., “Prediction of Thermal Conductivity of Rock Through Physico-Mechanical Properties”, Building and Environment, vol. 42, 2007, pp. 146-155.
Sinha, D., “Cantilever Drilling—Ushering a New Genre of Drilling”, a paper prepared for presentation at the SPE/IADC Middle East Drilling Technology Conference and Exhibition, Oct. 2003, 6 pages.
Sinor, A. et al., “Drag Bit Wear Model”, SPE Drilling Engineering, Jun. 1989, pp. 128-136.
Smith, D., “Using Coupling Variables to Solve Compressible Flow, Multiphase Flow and Plasma Processing Problems”, COMSOL Users Conference 2006, 38 pages.
Smith, E., “Crack Propagation at a Constant Crack Tip Stress Intensity Factor”, Int. Journal of Fracture, vol. 16, 1980, pp. R215-R218.
Sneider, RM et al., “Rock Types, Depositional History, and Diangenetic Effects, Ivishak reservoir Prudhoe Bay Field”, SPE Reservoir Engineering, Feb. 1997, pp. 23-30.
Soeder, D. J. et al., “Pore Geometry in High- and Low-Permeability Sandstones, Travis Peak Formation, East Texas”, SPE Formation Evaluation, Dec. 1990, pp. 421-430.
Solomon, A. D. et al., “Moving Boundary Problems in Phase Change Models Current Research Questions”, Engineering Physics and Mathematics Division, ACM Signum Newsletter, vol. 20, Issue 2, 1985, pp. 8-12.
Somerton, W. H. et al., “Thermal Expansion of Fluid Saturated Rocks Under Stress”, SPWLA Twenty-Second Annual Logging Symposium, Jun. 1981, pp. 1-8.
Sousa, L. M. O. et al., “Influence of Microfractures and Porosity on the Physico-Mechanical Properties and Weathering of Ornamental Granites”, Engineering Geology, vol. 77, 2005, pp. 153-168.
Sousa, Luis M. O. et al., “Influence of microfractures and porosity on the physico-mechanical properties and weathering of ornamental granites”, Engineering Geology, vol. 77, 2005, pp. 153-168.
Stone, Charles M. et al., “Qualification of a Computer Program for Drill String Dynamics”, Sandia National Laboratories, SAND-85-0633C, 1985, pp. 1-20.
Stowell, J. F. W., “Characterization of Opening-Mode Fracture Systems in the Austin Chalk”, Gulf Coast Association of Geological Societies Transactions, vol. L1, 2001, pp. 313-320.
Straka, W. A. et al., “Cavitation Inception in Quiescent and Co-Flow Nozzle Jets”, 9th International Conference on Hydrodynamics, Oct. 2010, pp. 813-819.
Suarez, M. C. et al., “COMSOL in a New Tensorial Formulation of Non-Isothermal Poroelasticity”, publisher unknown, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009,2 pages.
Summers, D. A., “Water Jet Cutting Related to Jet & Rock Properties”, publisher unknown, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, 13 pages.
Suwarno, et al., “Dielectric Properties of Mixtures Between Mineral Oil and Natural Ester from Palm Oil”, WSEAS Transactions on Power Systems, vol. 3, Issue 2, Feb. 2008, pp. 37-46.
Takarli, Mokhfi et al., “Damage in granite under heating/cooling cycles and water freeze-thaw condition”, International Journal of Rock Mechanics and Mining Sciences, vol. 45, 2008, pp. 1164-1175.
Tanaka, K. et al., “The Generalized Relationship Between the Parameters C and m of Paris' Law for Fatigue Crack Growth”, Scripta Metallurgica, vol. 15, No. 3, 1981, pp. 259-264.
Tang, C. A. et al., “Numerical Studies of the Influence of Microstructure on Rock Failure in Uniaxial Compression—Park I: Effect of Heterogeneity”, International Journal of Rock Mechanics and Mining Sciences, vol. 37, 2000, pp. 555-569.
Tang, C. A. et al., “Coupled analysis of flow, stress and damage (FSD) in rock failure”, International Journal of Rock Mechanics and Mining Sciences, vol. 39, 2002, pp. 477-489.
Tao, Q. et al., “A Chemo-Poro-Thermoelastic Model for Stress/Pore Pressure Analysis around a Wellbore in Shale”, a paper prepared for presentation at the Symposium on Rock Mechanics (USRMS): Rock Mechanics for Energy, Mineral and Infrastracture Development in the Northern Regions, Jun. 2005, 7 pages.
Terra, O. et al., “Brillouin Amplification in Phase Coherent Transfer of Optical Frequencies over 480 km Fiber”, publisher unknown, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, 9 pages.
Terzopoulos, D. et al., “Modeling Inelastic Deformation: Viscoelasticity, Plasticity, Fracture”, SIGGRAPH '88, Aug. 1988, pp. 269-278.
Thomas, R. P., “Heat Flow Mapping at the Geysers Geothermal Field”, published by the California Department of Conservation Division of Oil and Gas, 1986, 56 pages.
Thompson, G. D., “Effects of Formation Compressive Strength on Perforator Performance”, a paper presented of the Southern District API Division of Production, Mar. 1962, pp. 191-197.
Thorsteinsson, Hildigunnur et al., “The Impacts of Drilling and Reservoir Technology Advances on EGS Exploitation”, Proceedings, Thirty-Third Workshop on Geothermal Reservoir Engineering, Institute for Sustainable Energy, Environment, and Economy (ISEEE), 2008, pp. 1-14.
Tovo, R. et al., “Fatigue Damage Evaluation on Mechanical Components Under Multiaxial Loadings”, excerpt from the Proceedings of the COMSOL Conference, 2009, 8 pages.
Tuler, F. R. et al., “A Criterion for the Time Dependence of Dynamic Fracture”, The International Jopurnal of Fracture Mechanics, vol. 4, No. 4, Dec. 1968, pp. 431-437.
Turner, D. et al., “New DC Motor for Downhole Drilling and Pumping Applications”, a paper prepared for presentation at the SPE/ICoTA Coiled Tubing Roundtable, Mar. 2001, pp. 1-7.
Turner, D. R. et al., “The All Electric BHA: Recent Developments Toward an Intelligent Coiled-Tubing Drilling System”, a paper prepared for presentation at the 1999 SPE/ICoTA Coiled Tubing Roundtable, May 1999, pp. 1-10.
Tutuncu, A. N. et al., “An Experimental Investigation of Factors Influencing Compressional- and Shear-Wave Velocities and Attenuations in Tight Gas Sandstones”, Geophysics, vol. 59, No. 1, Jan. 1994, pp. 77-86.
U.S. Dept of Energy, “Chapter 6—Drilling Technology and Costs”, from Report for The Future of Geothermal Energy, 2005, 53 pgs.
Non-Provisional U.S. Appl. No. 12/840,978, filed Jul. 21, 2009, 61 pgs.
Udd, E. et al., “Fiber Optic Distributed Sensing Systems for Harsh Aerospace Environments”, publisher unknown, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, 12 pages.
Valsangkar, A. J. et al., Stress-Strain Relationship for Empirical Equations of Creep in Rocks, Engineering Geology, Mar. 29, 1971, 5 pages.
Varnado, S. G. et al., “The Design and Use of Polycrystalline Diamond Compact Drag Bits in the Geothermal Environment”, Society of Petroleum Engineers of AIME, SPE 8378, 1979, pp. 1-11.
Wagh, A. S. et al., “Dependence of Ceramic Fracture Properties on Porosity”, Journal of Material Sience, vol. 28, 1993, pp. 3589-3593.
Wagner, F. et al., “The Laser Microjet Technology—10 Years of Development (M401)”, publisher unknown, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, 9 pages.
Waldron, K. et al., “The Microstructures of Perthitic Alkali Feldspars Revealed by Hydroflouric Acid Etching”, Contributions to Mineralogy and Petrology, vol. 116, 1994, pp. 360-364.
Walker, B. H. et al., “Roller-Bit Penetration Rate Response as a Function of Rock Properties and Well Depth”, a paper prepared for presentation at the 61st Annual Technical Conference and Exhibition of the Society of Petroleum Engineers, Oct. 1986, 12 pages.
Wandera, C. et al., “Characterization of the Melt Removal Rate in Laser Cutting of Thick-Section Stainless Steel”, Journal of Laser Applications, vol. 22, No. 2, May 2010, pp. 62-70.
Wandera, C. et al., “Inert Gas Cutting of Thick-Section Stainless Steel and Medium Section Aluminun Using a High Power Fiber Laser”, Journal of Chemical Physics, vol. 116, No. 4, Jan. 22, 2002, pp. 154-161.
Wandera, C. et al., “Laser Power Requirement for Cutting of Thick-Section Steel and Effects of Processing Parameters on Mild Steel Cut Quality”, a paper accepted for publication in the Proceedings IMechE Part B, Journal of Engineering Manufacture, vol. 225, 2011, 23 pages.
Wandera, C. et al., “Optimization of Parameters for Fiber Laser Cutting of 10mm Stainless Steel Plate”, a paper for publication in the Proceeding IMechE Part B, Journal of Engineering Manufacture, vol. 225, 2011, 22 pages.
Wandera, C., “Performance of High Power Fibre Laser Cutting of Thick-Section Steel and Medium-Section Aluminium”, a thesis for the degree of Doctor of Science (Technology) at , Lappeenranta University of Technology, Oct. 2010, 74 pages.
Wang, C. H., “Introduction to Fractures Mechanics”, published by DSTO Aeronautical and Maritime Research Laboratory, Jul. 1996, 82 pages.
Wang, G. et al., “Particle Modeling Simulation of Thermal Effects on Ore Breakage”, Computational Materials Science, vol. 43, 2008, pp. 892-901.
Waples, D. W. et al., “A Review and Evaluation of Specific Heat Capacities of Rocks, Minerals, and Subsurface Fluids. Part 1: Minerals and NonporoRocks”, Natural Resources Research, vol. 13, No. 2, Jun. 2004, pp. 97-122.
Waples, D. W. et al., “A Review and Evaluation of Specific Heat Capacities of Rocks, Minerals, and Subsurface Fluids. Part 2: Fluids and PoroRocks”, Natural Resources Research, vol. 13 No. 2, Jun. 2004, pp. 123-130.
Warren, T. M. et al., “Laboratory Drilling Performance of PDC Bits”, SPE Drilling Engineering, Jun. 1988, pp. 125-135.
Wen-gui, Cao et al., “Damage constituitive model for strain-softening rock based on normal distribution and its parameter determination”, J. Cent. South Univ. Technol., vol. 14, No. 5, 2007, pp. 719-724.
White, E. J. et al., “Reservoir Rock Characteristics of the Madison Limestone in the Williston Basin”, The Log Analyst, Sep.-Oct. 1970, pp. 17-25.
White, E. J. et al., “Rock Matrix Properties of the Ratcliffe Interval (Madison Limestone) Flat Lake Field, Montana”, SPE of AIME, Jun. 1968, 16 pages.
Wiercigroch, M., “Dynamics of ultrasonic percussive drilling of hard rocks”, Journal of Sound and Vibration, vol. 280, 2005, pp. 739-757.
Wilkinson, M. A. et al., “Experimental Measurement of Surface Temperatures During Flame-Jet Induced Thermal Spallation”, Rock Mechanics and Rock Engineering, 1993, pp. 29-62.
Williams, R. E. et al., “Experiments in Thermal Spallation of VarioRocks”, Transactions of the ASME, vol. 118, 1996, pp. 2-8.
Willis, David A. et al., “Heat transfer and phase change during picosecond laser ablation of nickel”, International Journal of Heat and Mass Transfer, vol. 45, 2002, pp. 3911-3918.
Winters, W. J. et al., “Roller Bit Model with Rock Ductility and Cone Offset”, a paper prepared for presentation at 62nd Annual Technical Conference and Exhibition of the Society of Petroleum Engineers, Sep. 1987, 12 pages.
Wippich, M. et al., “Tunable Lasers and Fiber-Bragg-Grating Sensors”, Obatined from the at: from the Internet website of The Industrial Physicist at: http://www.aip.org/tip/INPHFA/vol-9/iss-3/p24.html, on May 18, 2010, pp. 1-5.
Wong, Teng-fong et al., “Microcrack statistics, Weibull distribution and micromechanical modeling of compressive failure in rock”,Mechanics of Materials, vol. 38, 2006, pp. 664-681.
Wood, Tom, “Dual Purpose COTD™ Rigs Establish New Operational Records”, Treme Coil Drilling Corp., Drilling Technology Without Borders, 2009, pp. 1-18.
Wu, X. Y. et al., “The Effects of Thermal Softening and Heat Conductin on the Dynamic Growth of Voids”, International Journal of Solids and Structures, vol. 40, 2003, pp. 4461-4478.
Xia, K. et al., “Effects of microstructures on dynamic compression of Barre granite”, International Journal of Rock Mechanics and Mining Sciences, vol. 45, 2008. pp. 879-887, available at: www.sciencedirect.com.
Xiao, J. Q. et al., “Inverted S-Shaped Model for Nonlinear Fatigue Damage of Rock”, International Journal of Rock Mechanics & Mining Sciences, vol. 46, 2009, pp. 643-648.
Xu, Z et al. “Modeling of Laser Spallation Drilling of Rocks fro gas- and Oilwell Drilling”, Society of Petroleum Engineers, SPE 95746, 2005, pp. 1-6.
Xu, Z. et al., “Application of High Powered Lasers to Perforated Completions”, International Congress on Applications of Laser & Electro-Optics, Oct. 2003, 6 pages.
Xu, Z. et al., “Laser Rock Drilling by a Super-Pulsed CO2 Laser Beam”, a manuscript created for the Department of Energy, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, 9 pages.
Xu, Z. et al., “Laser Spallation of Rocks for Oil Well Drilling”, Proceedings of the 23rd International Congress on Applications of Lasers and Electro-Optics, 2004, pp. 1-6.
Xu, Z. et al., “Modeling of Laser Spallation Drilling of Rocks for Gas- and Oilwell Drilling”, a paper prepared for the presentation at the 2005 SPE (Society of Petroleum Engineers) Annual Technical Conference and Exhibition, Oct. 2005, 6 pages.
Xu, Z. et al., “Rock Perforation by Pulsed Nd: YAG Laser”, Proceedings of the 23rd International Congress on Applications of Lasers and Electro-Optics 2004, 2004, 5 pages.
Xu, Z. et al., “Specific Energy of Pulsed Laser Rock Drilling”, Journal of Laser Applications, vol. 15, No. 1, Feb. 2003, pp. 25-30.
Xu, Z. et al., “Specific Energy for Laser Removal of Rocks”, Proceedings of the 20th International Congress on Applications of Lasers & Electro-Optics, 2001, pp. 1-8.
Xu, Z. et al., “Specific energy for pulsed laser rock drilling”, Journal of Laser Applications, vol. 15, No. 1, 2003, pp. 25-30.
Xu, Zhiyue et al., “Laser Spallation of Rocks for Oil Well Drilling”, Proceedings of the 23rd International Congress on Applications of Lasers and Electro-Optics, 2004, pp. 1-6.
Yabe, T. et al., “The Constrained Interpolation Profile Method for Multiphase Analysis”, Journal of Computational Physics, vol. 169, 2001, pp. 556-593.
Yamamoto, K. Y. et al., “Detection of Metals in the Environment Using a Portable Laser-Induced Breakdown Spectroscopy Instrument”, Applied Spectroscopy, vol. 50, No. 2, 1996, pp. 222-233.
Yamashita, Y. et al., “Underwater Laser Welding by 4kW CW YAG Laser”, Journal of Nuclear Science and Technology, vol. 38, No. 10, Oct. 2001, pp. 891-895.
Yamshchikov, V. S. et al., “An Evaluation of the Microcrack Density of Rocks by Ultrasonic Velocimetric Method”, Moscow Mining Institute. (Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh lskopaemykh), 1985, pp. 363-366.
Yasar, E. et al., “Determination of the Thermal Conductivity from Physico-Mechanical Properties”, Bull Eng. Geol. Environ., vol. 67, 2008, pp. 219-225.
Yilbas, B. S. et al., “Laser short pulse heating: Influence of pulse intensity on temperature and stress fields”, Applied Surface Science, vol. 252, 2006, pp. 8428-8437.
Yilbas, B. S. et al., “Laser treatment of aluminum surface: Analysis of thermal stress field in the irradiated región”, Journal of Materials Processing Technology, vol. 209, 2009, pp. 77-88.
Yilbas, B. S. et al., “Nano-second laser pulse heating and assisting gas jet considerations”, International Journal of Machine Tools & Manufacture, vol. 40, 2000, pp. 1023-1038.
Yilbas, B. S. et al., “Repetitive laser pulse heating with a convective boundary condition at the surface”, Journal of Physics D: Applied Physics, vol. 34, 2001, pp. 222-231.
York, J. L. et al., “The Influence of Flashing and Cavitation on Spray Formation”, a progress report for UMRI Project 2815 with Delavan Manufacturing Company, Oct. 1959, 27 pages.
Yun, Yingwei et al., “Thermal Stress Distribution in Thick Wall Cylinder Under Thermal Shock”, Journal of Pressure Vessel Technology, Transactions of the ASME, 2009, vol. 131, pp. 1-6.
Zamora, M. et al., “An Empirical Relationship Between Thermal Conductivity and Elastic Wave Velocities in Sandstone”, Geophysical Research Letters, vol. 20, No. 16, Aug. 20, 1993, pp. 1679-1682.
Zehnder, A. T., “Lecture Notes on Fracture Mechanics”, 2007, 227 pages.
Zeng, Z. W. et al., “Experimental Determination of Geomechanical and Petrophysical Properties of Jackfork Sandstone—A Tight Gas Formation”, a paper prepared for the presentation at the 6th North American Rock Mechanics Symposium (NARMS): Rock Mechanics Across Borders and Disciplines, Jun. 2004, 9 pages.
Zeuch, D. H. et al., “Rock Breakage Mechanisms With a PDC Cutter”, a paper prepared for presentation at the 60th Annual Technical Conference and Exhibition of the Society of Petroleum Engineers, Sep. 1985, 12 pages.
Zeuch, D.H. et al., “Rock Breakage Mechanism Wirt a PDC Cutter”, Society of Petroleum Engineers, 60th Annual Technical Conference, Las Vegas, Sep. 22-25, 1985, 11 pgs.
Zhai, Yue et al., “Dynamic failure analysis on granite under uniaxial impact compressive load”, Front. Archit. Civ. Eng. China, vol. 2, No. 3, 2008, pp. 253-260.
Zhang, L. et al., “Energy from Abandoned Oil and Gas Reservoirs”, a paper prepared for presentation at the 2008 SPE (Society of Petroleum Engineers) Asia Pacific Oil & Gas Conference and Exhibition, 2008, pp. 1-10.
Zheleznov, D. S. et al., “Faraday Rotators With Short Magneto-Optical Elements for 50-kW Laser Power”, IEEE Journal of Quantum Electronics, vol. 43, No. 6, Jun. 2007, pp. 451-457.
Zhou, T. et al., “Analysis of Stimulated Brillouin Scattering in Multi-Mode Fiber by Numerical Solution”, Journal of Zhejiang University of Science, vol. 4 No. 3, May-Jun. 2003, pp. 254-257.
Zhou, X.P., “Microcrack Interaction Brittle Rock Subjected to Uniaxial Tensile Loads”, Theoretical and Applied Fracture Mechanics, vol. 47, 2007, pp. 68-76.
Zhou, Zehua et al., “A New Thermal-Shock-Resistance Model for Ceramics: Establishment and validation”, Materials Science and Engineering, A 405, 2005, pp. 272-276.
Zhu, Dongming et al., “Influence of High Cycle Thermal Loads on Thermal Fatigue Behavior of Thick Thermal Barrier Coatings”, National Aeronautics and Space Administration, Army Research Laboratory, Technical Report ARL-TR-1341, NASA TP-3676, 1997, pp. 1-50.
Zhu, Dongming et al., “Investigation of thermal fatigue behavior of thermal barrier coating systems”, Surface and Coatings Technology, vol. 94-95, 1997, pp. 94-101.
Zhu, Dongming et al., “Investigation of Thermal High Cycle and Low Cycle Fatigue Mechanisms of Thick Thermal Barrier Coatings”, National Aeronautics and Space Administration, Lewis Research Center, NASA/TM-1998-206633, 1998, pp. 1-31.
Zhu, Dongming et al., “Thermophysical and Thermomechanical Properties of Thermal Barrier Coating Systems”, National Aeronautics and Space Administration, Glenn Research Center, NASA/TM-2000-210237, 2000, pp. 1-22.
Zhu, X. et al., “High-Power ZBLAN Glass Fiber Lasers: Review and Prospect”, Advances in OptoElectronics, vol. 2010, pp. 1-23.
Zietz, J. et al., “Determinants of House Prices: A Quantile Regression Approach”, Department of Economics and Finance Working Paper Series, May 2007, 27 pages.
Zuckerman, N. et al., “Jet Impingement Heat Transfer: Physics, Correlations, and Numerical Modeling”, Advances in Heat Transfer, vol. 39, 2006, pp. 565-631.
A Built-for-Purpose Coiled Tubing Rig, by Schulumberger Wells, No. DE-PS26-03NT15474, 2006, 1 pg.
“Chapter I—Laser-Assisted Rock-Cutting Tests”, publisher unknown, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, 64 pages.
“Chapter 7: Energy Conversion Systems—Options and Issues”, publisher unknown, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, pp. 7-1 to 7-32 and table of contents page.
“Cross Process Innovations”, Obtained from the Internat at: http://www.mrl.columbia.edu/ntm/CrossProcess/CrossProcessSect5.htm, on Feb. 2, 2010, 11 pages.
“Fourier Series, Generalized Functions, Laplace Transform”, publisher unknown, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, 6 pages.
“Introduction to Optical Liquids”, published by Cargille-Sacher Laboratories Inc., Obtained from the Internet at: http://www.cargille.com/opticalintro.shtml, on Dec. 23, 2008, 5 pages.
“Laser Drilling”, Oil & Natural Gas Projects (Exploration & Production Technologies) Technical Paper, Dept. of Energy, Jul. 2007, 3 pages.
“Leaders in Industry Luncheon”, IPAA & TIPRO, Jul. 8, 2009, 19 pages.
“Measurement and Control of Abrasive Water-Jet Velocity”, publisher unknown, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, 8 pages.
“NonhomogeneoPDE—Heat Equation with a Forcing Term”, a lecture, 2010, 6 pages.
“Performance Indicators for Geothermal Power Plants”, prepared by International Geothermal Association for World Energy Council Working Group on Performance of Renewable Energy Plants, author unknown, Mar. 2011, 7 pages.
“Rock Mechanics and Rock Engineering”, publisher unknown, while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, 69 pages.
“Shock Tube”, Cosmol MultiPhysics 3.5a, 2008, 5 pages.
“Silicone Fluids: Stable, Inert Media”, Gelest, Inc., while the date of the publication is unknown, it is believed to be prior to Aug. 19, 2009, 27 pages.
“Stimulated Brillouin Scattering (SBS) in Optical Fibers”, Centro de Pesquisa em Optica e Fotonica, Obtained from the Internet at: http://cepof.ifi.unicamp.br/index.php . . . ), on Jun. 25, 2012, 2 pages.
“Underwater Laser Cutting”, TWI Ltd, May/Jun. 2011, 2 pages.
Utility U.S. Appl. No. 13/768,149, filed Feb. 15, 2013, 27 pages.
Utility U.S. Appl. No. 13/777,650, filed Feb. 26, 2013, 73 pages.
Utility U.S. Appl. No. 13/782,869, filed Mar. 1, 2013, 80 pages.
Utility U.S. Appl. No. 13/782,942, filed Mar. 1, 2013, 81 pages.
Utility U.S. Appl. No. 13/800,559, filed Mar. 13, 2013, 73 pages.
Utility U.S. Appl. No. 13/800,820, filed Mar. 13, 2013, 73 pages.
Utility U.S. Appl. No. 13/800,879, filed Mar. 13, 2013, 73 pages.
Utility U.S. Appl. No. 13/800,933, filed Mar. 13, 2013, 73 pages.
Utility U.S. Appl. No. 13/849,831, filed Mar. 25, 2013, 83 pages.
Office Action from JP Application No. 2011-523959 dated Aug. 27, 2013.
Provisional Applications (4)
Number Date Country
61090384 Aug 2008 US
61102730 Oct 2008 US
61106472 Oct 2008 US
61153271 Feb 2009 US
Continuations (1)
Number Date Country
Parent 12544094 Aug 2009 US
Child 13852719 US