Patent Grant
7985035
This is related to U.S. patent titled “FLOW CONTROL SYSTEM FOR A DETENTION POND WITH TAPERED PLUNGER,” Ser. No. 12/570,756, inventor Jonathan D. Moody, filed even date here within. This is also related to U.S. patent application Ser. No. 12/463,614, filed May 11, 2009, issued Jul. 27, 2010 as U.S. Pat. No. 7,762,741; the disclosure of which is herein incorporated by reference.
The disclosure relates to the field of flow control devices and more particularly to a flow control device for a detention pond or surge tank.
Detention ponds and surge tanks are deployed to temporarily store a fluid and limit the rate of fluid discharge to a downstream system when the inflow rate of the fluid is variable at times exceeds the functional capacity of the downstream system. In the case of a storm water detention pond, the pond receives increased rates of storm water runoff generated by the development of upstream lands, temporarily stores the runoff and limits the rate of discharge of the runoff to a receiving system of water conveyance such as a river, stream or storm sewer such that the capacity of the receiving system is not exceeded thereby causing flooding, harmful erosion or other environmental damage. Similarly, a surge tank temporarily stores a process fluid of varying inflow rate and limits the rate of discharge of the fluid to that which will not exceed the capacity of a downstream process. In the field of wastewater treatment, a surge tank may be deployed to receive wastewater flows during peak periods of water use, temporarily store the wastewater and limit the release of the wastewater flow to the treatment plant to a rate not exceeding the design capacity of the plant.
The temporary storage volume required for a detention pond or surge tank is dependent on the rate and duration of fluid inflow and the allowable rate and duration of fluid outflow. The larger the difference between the peak rate of inflow and the allowable rate outflow, the greater the volume is required for temporary storage. Whereas providing large storage volumes can be costly such as the expense incurred for land acquisition and excavation required to construct a large detention pond or the expense of fabrication and installation of a very large tank it is therefore advantageous to minimize the amount of temporary storage volume required for safe operation of the system. Minimization of the temporary storage volume required can be accomplished by minimizing the difference between the duration and rate of inflow and the duration and rate of outflow. Since the rate inflow is variable and cannot be controlled, minimization of the required temporary storage volume is achieved when the maximum allowable rate of discharge is sustained for the longest possible duration of time.
The prior art is generally concerned with limiting the maximum outflow rates, at which damage can occur, by employing discharge control mechanisms such as fixed weirs, orifices, nozzles and riser structures whereby the maximum discharge rates of such mechanisms are determined by the geometric configuration of the mechanisms and the height of the fluid or static head acting on the mechanisms. In each case, the maximum flow rate is achieved only at the single point in time at which the static head acting on the mechanism is at its maximum level. Therefore, all discharges occurring when fluid levels are not at their maximums are less than optimum.
One solution to this problem is described in U.S. Pat. No. 7,125,200 to Fulton, which is hereby incorporated by reference. This patent describes a flow control device that consists of a buoyant flow control module housing an orifice within an interior chamber that is maintained at a predetermined depth below the water surface. This flow control device neglects the use of other traditional flow control mechanisms such as weirs, risers and nozzles, has limited adjustability, and utilizes flexible moving parts subject to collapse by excess hydrostatic pressure or failure resulting from material fatigue caused by repeated cyclical motion.
What is needed is a flow control device that provides for deployment of a variety of discharge control mechanisms in singular or in combination, is readily adjustable to accommodate for deviations incurred during installation, settlement, or by variability in the weights and densities of the materials of which it is comprised and does not rely on parts subject to failure by excess hydrostatic force or repeated cyclical motion while maintaining a nearly constant rate of discharge at varying fluid levels.
A flow control system of the present invention includes a movable plunger situated within an orifice. The orifice is interfaced to a downstream drainage system. The movable plunger is buoyant, assisted by one or more floats attached such that, when the water level around the flow control system increases to a pre-determined level above a top rim of the orifice, the movable plunger lifts due to the buoyancy, thereby maintaining the pre-determined distance between the water surface and a bottom edge of the movable plunger. In such, the flow rate and output water pressure is proportional to the distance between the water surface and a bottom edge of the movable plunger and remains relatively constant as the water level rises until the water level reaches a predetermined emergency level. At the emergency level, alternate drain systems provide increased drainage to reduce the potential of flooding.
In one embodiment, a flow control system for integration into a detention pond or surge tank is disclosed including a stationary riser having a stationary riser hollow core that has an axis that is substantially vertical. A top end of the stationary riser forms a rim and the opposing end of the stationary riser hollow core is fluidly connected to a drainage system. A movable plunger fits in place within the stationary riser hollow core and defines a gap area between an outer surface of the movable plunger and an inner surface of the stationary riser hollow core. Liquids (and other materials) from the detention pond flows over the rim, through the gap area, through the hollow core and into the drainage system. At least one float is interfaced to the movable plunger providing buoyancy to the movable plunger.
In another embodiment, a flow control system for integration into a detention pond or surge tank is disclosed including a holding box installed in a bed of the detention pond. The holding box has an interior cavity and an opening in communication with liquid contained in the detention pond. A stationary riser is positioned within the holding box and has a stationary riser hollow core. An axis of the stationary riser hollow core is substantially vertical. A top surface of the stationary riser forms a rim and the stationary riser hollow core is fluidly connected to a drainage system. A movable plunger fits within the stationary riser hollow core and forms a gap area between an inner surface of the stationary riser hollow core and an outer surface of the movable plunger. At least one float is interfaced to the movable plunger providing buoyancy to the movable plunger. Liquids (and other materials) from the detention pond flows over the rim and through the gap area and through the stationary riser hollow core and into the drainage system.
In another embodiment, a flow control system for integration into a detention pond or surge tank is disclosed including a holding box installed in a bed of the detention pond. The holding box has an interior cavity and a top surface with a rim. The holding box is in fluid communications with a drainage system. A movable plunger fits within the interior cavity of the holding box to form a gap area between an inner surface of the interior cavity and an outer surface of the movable plunger. At least one float interfaces to the movable plunger, providing buoyancy to the movable plunger so that water (liquids, fluids) from the detention pond flows over the rim and through the gap area and through the stationary riser hollow core and into the drainage system.
The invention can be best understood by those having ordinary skill in the art by reference to the following detailed description when considered in conjunction with the accompanying drawings in which:
Reference will now be made in detail to the presently preferred embodiments of the invention, examples of which are illustrated in the accompanying drawings. Throughout the following detailed description, the same reference numerals refer to the same elements in all figures. Throughout the following description, the term detention pond and surge tank represent any such structure and are equivalent structure for detaining liquids. Throughout this description and claims, the terms detention pond and/or surge tank are interchangeable and represent any body of liquid.
The flow control system described provides for an initial discharge rate starting as soon as the detention pond or surge tank reaches a pre-determined liquid level, then, as the liquid level increases, the discharge rate and the down-stream water pressure remain relatively constant until a high-water level is reached, at which level the flow control system provides for an increased discharge rate to reduce the possibility of exceeding the volumetric capacity of the detention pond or surge tank. Throughout this description, the detention pond is referred to as holding a liquid. Such liquid is often referred to as water, but is not limited to water and often contains other materials, other liquids and other solids such as salts, oils, leaves, silt and other debris.
Prior to more advanced flow control systems, limiting the maximum outflow rates at which damage can occur was accomplished by deploying discharge control mechanisms such as fixed weirs, orifices, nozzles and riser structures whereby the maximum discharge rates of such mechanisms are determined by the geometric configuration of the mechanisms and the height of the fluid or static head acting on the mechanisms. In each case, the maximum flow rate is achieved only at the single point in time at which the static head acting on the mechanism is at its maximum level. Therefore, all discharges occurring when fluid levels are not at their maximums are less than optimal and require provision of greater temporary storage capacities. The present invention solves these and other problems as is evident in the following description.
By initiating a maximum flow rate through the described system once the water level reaches a pre-determined level and continuing that flow rate until the water level reaches a level that is of, for example, flood stage, the detention pond will empty faster than one using a system in which the maximum flow rate is achieved only just before the water level reaches the flood stage (e.g. the water level is below maximum when the water level reaches the pre-determined level). In such, using the system of the present invention reduces the overall capacity requirements for the detention pond, thereby reducing the land area needed to support the detention pond, etc.
Referring to
The holding box 26 and optional lid 28 is typically made of concrete or metal. The debris shield 30 partially covers an opening 32 in the side of the holding box 26 to reduce influx of leaves, oil and other debris from the liquid 10 in the detention pond as the liquid 10 flows into the holding box 26. The holding box 26 is positioned part way into the bed 12 of the detention pond 10. As the liquid level 9 in the detention pond 10 rises, it is skimmed by the debris shield 30, holding back some or all of any floating debris, oil, etc, and the liquid (e.g. water) from the detention pond or surge tank spills over into the holding box 26 through the opening 32.
The flow control device 40 consists of a stationary riser or conduit 42 and a movable plunger 46 (see
Although the flow control system 40 is capable of supporting itself within the holding box 26, it is anticipated that one or more optional struts 44 are provided to secure the flow control system 40 to the holding box 26. In addition, also anticipated is a bypass drain 22, which begins bypassing water when the liquid level 9 in the detention pond or surge tank 10 reaches a certain height such as a flood height.
In some embodiments, a lock (not shown) is provided to lock the cover 28 on top of the holding box 26.
Referring to
The movable plunger 46 is positioned within a hollow core of a stationary riser or conduit 42 and the stationary riser or conduit 42 is in fluid communications with a drain conduit 24 that interfaces to the drainage system. Although not required, it is preferred that the cross-sectional shape of the movable plunger 46 be similar to the cross-sectional shape of the conduit 42. For example, the cross sectional shape of a movable plunger 42 is circular having an outer diameter less than the inner diameter of the conduit 42. In this way, the liquid 10 (e.g. rain water) flowing over the lip 48 of the conduit 42 will flow past the movable plunger 46 and out through the drain conduit 24.
The flow control mechanism 40 provides an approximately constant discharge rate through the drain conduit 24 by maintaining a constant depth, d, between the surface level 9 of the liquid 10 and the bottom 47 of the movable plunger 46. The discharge rate is proportional to the distance d between the surface 9 of the liquid 10 and the bottom 47 of the movable plunger; and a gap area which is the space between the outer surface 45 of the movable plunger 46 and the inner wall 41 of the stationary riser or conduit 42. If the movable plunger 46 did not rise as the liquid 10 surface level 9 rises, the depth, d, would increase and therefore the water pressure around the movable plunger 46 would increase, thereby increasing the flow rate through the system. To implement a relatively constant flow rate, the floats 50/52 of the flow control system 40 lift the movable plunger 46 as the liquid 10 surface level 9 raises, thereby maintaining a relatively constant depth, d.
In order to prevent the movable plunger 46 from exiting the conduit 42, a mechanism that limits its travel is provided, for example the float shafts 54/56 extend downward through bushings 72 or holes in limit arm(s) 70 and are terminated with stops 73. In some embodiments, the stops 73 are adjustable, for example, nuts on a threaded end of the float shafts 54/56. The present invention works equally well without a mechanism that limits its travel and, when a limit is used, any mechanism for limiting travel is anticipated.
In the embodiment shown, the floats 50/52 are adjustable by bending of the float shafts 54/56 and/or the cross member 60/62 or by adjusting the vertical position of the floats 50/52 on the float shafts 54/56 using threaded float shafts 54/56 and fasteners (e.g. nuts) 51. Any number and/or shape of floats 50/52 are anticipated. Although shown throughout this description as spherical, other shapes of floats 50/52 are anticipated including square or rectangular boxes, etc. It is anticipated that, in some embodiments, there is but a single cross member 60. Other structural arrangements are also anticipated that connect one or more floats 50/52 to the movable plunger 46. Any structural arrangement, whether adjustable (as shown) or fixed that includes a movable plunger 46 of any shape or size held within a conduit 42 and interfaced to a float arrangement 50/52 is anticipated, including one that is a fixed unit without any adjustable components wherein the floats are permanently affixed to a member that is interfaced to the movable plunger 46.
In some embodiments, a secondary skimmer 80 is integrated into the flow control system 40. In this, a secondary skimmer 80, such as a section of conduit having an inner diameter greater than the outer diameter of the conduit 42, is interfaced to the cross members 60/62 such that, as the flow control system 40 raises and lowers, so does the secondary skimmer 80. The intent is to reduce the outflow of floating debris as the liquid 10 exits the flow control system 40. Since the secondary skimmer 80 extends below the surface 9, liquid 10 from beneath the surface 9 flows between the secondary skimmer 80 and the conduit 42, reducing the amount of floating debris passing through the flow control system 40. The secondary skimmer 80 is optional.
Referring to
In some embodiments (not shown), mechanisms are added to the basic design to limit the height of travel during high levels of liquid (e.g. water) 10. For example, a chain is attached at one end to the bottom end of the plunger 146 and at an opposite end to the holding box 26. Additionally, in some embodiments, positioning mechanisms (not shown) are added to keep the movable plunger 146 roughly centered in the holding box 26. Although shown installed on a holding box 26, it is anticipated that the flow control system 100 be used on any similar structure.
The flow control system 100 operates under the same principles as the first embodiment. In that the flow rate is proportional to the area/space between the outer surface 145 of the movable plunger 146 and the inner surface 25 of the holding box 26 and the depth, d, between the surface 9 of the liquid 10 and the bottom surface of the movable plunger 146. Since the movable plunger 146 raises with the surface 9 by function of the floats 150/151, the depth, d, remains substantially constant and therefore the flow rate, too, remains substantially constant.
Referring to
Referring to
In some embodiments, the height of the movable plunger 46/146 is determined based upon the height of the holding box 26 and the range of expected liquid 10 levels. For example, if the systems of the present invention need operate in a detention pond where a 3 foot range of liquid 10 levels is expected, then the movable plunger 46/146 is approximately 3 feet tall so that the bottom edge of the movable plunger 46/146 does not exit the holding box 26 when the liquid 10 reaches its highest level. Alternately, the flow control system requires stops to prevent the movable plunger 46/146 from disengaging with the holding box 26 and floating away such as the limit arms 70 and stops 71 of
Referring to
The flow is controlled by the orifice equation:
Q=C*A*(2gH)**0.5
Where:
Q=flow rate
A=cross sectional area of gap between the tapered plunger 246 and the conduit 242 (i.e. the gap area)
H=effective headwater depth
g=gravitational acceleration (32.2 ft/sec2)
C=orifice coefficient
Referring to
The flow is controlled by the orifice equation:
Q=C*A*(2gH)**0.5
Where:
Q=flow rate
A=cross sectional area of gap between the tapered plunger 246 and the conduit 242 (i.e. the gap area)
H=effective headwater depth
g=gravitational acceleration (32.2 ft/sec2)
C=orifice coefficient
As in the prior embodiments, any number of floats, shape of conduit 242 and tapered plunger 246 are anticipated. Equivalent elements can be substituted for the ones set forth above such that they perform in substantially the same manner in substantially the same way for achieving substantially the same result.
It is believed that the system and method of the present invention and many of its attendant advantages will be understood by the foregoing description. It is also believed that it will be apparent that various changes may be made in the form, construction and arrangement of the components thereof without departing from the scope and spirit of the invention or without sacrificing all of its material advantages. The form herein before described being merely exemplary and explanatory embodiment thereof. It is the intention of the following claims to encompass and include such changes.
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| Number | Date | Country | |
|---|---|---|---|
| 20110076100 A1 | Mar 2011 | US |
