Patent Grant
10702831
The present disclosure relates to hollow-fiber membrane filtration systems with bundle enclosures and pulsed aeration designed for immersion in a tank of contaminated water, and a method of operation.
A wide variety of membrane filtration systems have been used for many years to treat contaminated water, such as, for example, sewage or waste water. Such systems vary in complexity and cost. In an effort to make the treatment processes more cost efficient, submerged membrane filtration processes have been developed in which membrane modules including hollow fiber filtration membranes are submerged in a large tank, and filtrate is collected by way of suction applied to the filtrate side of the hollow fiber membranes. This results in suspended matter collecting on an external side of the hollow-fiber membrane surface, which reduces filtration performance. Thus, an effective method of removing the matter from the surfaces is required.
The effectiveness and viability of these membrane systems largely depend on having effective ways to clean the surfaces of the hollow fiber membranes, so that they do not become clogged and/or lose their effectiveness. Common methods of cleaning include backwash using a liquid permeate and/or gas, relaxing, chemical cleaning, and membrane surface aeration using a gas in the form of bubbles. In a gas aeration system, a gas is introduced into the base of the membrane module. The bubbles then travel upwards to scour the membrane surface to remove the fouling substances formed on the membrane surface. The shear force produced largely relies on the initial gas bubble velocity, bubble size, and resultant forces applied to the bubbles. To enhance scrubbing, more gas has to be applied. However, energy consumption increases as the volume of gas increases. For applications where the liquid being treated has large quantities of suspended matter, the gas aeration system is susceptible to becoming blocked.
One way to reduce energy consumption, while still obtaining efficient membrane cleaning, is cyclic aeration (e.g., small bubble dispersed aeration). Cyclic aeration systems provide gas bubbles on a cyclic basis, instead of a continuous basis. In order to provide for such cyclic operation, such systems normally require complex valve arrangements and control schemes, the cost of which offsets the operational savings of a cyclic system. In addition, cyclic aeration systems can have a limited range of air flow rate operation limiting the ability to reduce operational cost. For example, issues may arise with cyclic aeration systems when the air flow rate is turned down below a minimum threshold. Such issues may include, for example, insufficient circulation of the liquid within the membrane tank, insufficient scouring of the membrane surface leading to fouling and sludging, and increased probably of clogging of aeration system components (e.g., nozzles and distribution piping).
Another option to reduce energy consumption, is to have a pulsed air-lift system similar to that described in U.S. Pat. No. 8,287,743 (the '743 patent) to Zha et al. According to the '743 patent, the system includes membrane modules that have a pulsed gas-lift pump device provided below a distribution chamber of the membrane modules. The pulsed gas-lift pump device is configured to receive gas from a pressurized source, which displaces feed liquid within a gas collection chamber of the pulsed gas-lift device until it reaches a certain level. Once the volume of gas reaches a certain level the gas breaks the liquid seal and is discharged in the form of bubbles through the distribution chamber and into the base of the membrane module. The discharge of gas also sucks feed liquid through the pulsed gas-lift pump producing a two-phase gas/liquid pulse designed to scour the surfaces of the membranes.
The system and method of the '743 patent may provide some benefits in some applications. However, it may have certain drawbacks and inefficiencies, for example, the bubble formed by the pulsed air-lift can deform or shift as it moves up the membrane module, thereby reducing scrubbing efficiency. The disclosed embodiments may help solve these drawbacks and inefficiencies as well as other problems.
In one aspect, the present disclosure is directed to a membrane filter module configured to treat a liquid contained in a tank at an ambient pressure. The module may include a header and a bundle containing a plurality of substantially vertical hollow fiber membranes, wherein a lower end of each hollow fiber membrane is fixed in the header. The module may also include a gasification device adapted to periodically generate a gaseous bubble and configured to release the gaseous bubble within the bundle. The module may further include an enclosure that substantially surrounds the bundle that extends from a lower region to an upper region of the membrane bundle, wherein the enclosure is configured to retain the liquid introduced into the enclosure such that the liquid surrounds the membrane bundle. The gaseous bubble may have a cross-sectional area that corresponds with a cross-sectional area of the enclosure, such that the cross-sectional area of the gaseous bubble occupies substantially the entire cross-sectional area of the enclosure as it flows along the bundle.
In another aspect, the present disclosure is directed to a membrane filter module configured to treat a liquid contained in a tank at an ambient pressure. The module may include a header and a bundle containing a plurality of substantially vertical hollow fiber membranes, wherein a lower end of each hollow membrane is fixed in the header. The module may also include a gasification device adapted to periodically generate a gaseous bubble and configured to release the gaseous bubble. The module may further include an enclosure that substantially surrounds the bundle that extends from a lower region to an upper region of the membrane bundle. The enclosure may be configured to retain the liquid introduced into the enclosure such that the liquid surrounds the membrane bundle, and retain the gaseous bubble introduced into the enclosure such that the gaseous bubble maintains contact with the bundle along the entire length of the bundle.
In another aspect, the present disclosure is directed to a method of operating a membrane filter module having hollow fiber membranes arranged in a substantially vertical orientation, that are immersed in a liquid in a tank. The method may include operating the module submerged in the liquid. The module may include a header and a bundle containing a plurality of hollow fiber membranes, wherein a lower end of each hollow fiber membrane is fixed in the header. The module may also include a gasification device adapted to periodically generate a gaseous bubble and configured to release the gaseous bubble within the bundle. The module may further include an enclosure that substantially surrounds the bundle that extends from a lower region to an upper region of the membrane bundle, wherein the enclosure is configured to retain the liquid introduced into the enclosure such that the liquid surrounds the membrane bundle. The method may also include applying a pressure that is less than an ambient pressure of the tank to a permeate collection chamber, that is in fluid communication with the hollow fiber membranes, wherein applying the pressure is configured to cause a portion of the liquid to pass through the hollow fiber membranes as permeate into the permeate collection chamber. The method may further include supplying a gas stream to the gasification device to produce the gaseous bubble. The gaseous bubble has a cross-sectional area that corresponds with a cross-sectional area of the enclosure, such that the cross-sectional area of the gaseous bubble occupies substantially the entire cross-sectional area of the enclosure as it flows along the bundle.
In another aspect, the present disclosure is directed to a method of scouring external surfaces of hollow fiber membranes arranged in a substantially vertical orientation that are immersed in a liquid in a tank. The method may include operating the module submerged in the liquid. The module may include a header and a bundle containing a plurality of hollow fiber membranes, wherein a lower end of each hollow fiber membrane is fixed in the header. The module may also include a gasification device adapted to periodically generate a gaseous bubble and configured to release the gaseous bubble within the bundle. The module may further include an enclosure that substantially surrounds the bundle that extends from a lower region to an upper region of the membrane bundle, wherein the enclosure is configured to retain the liquid introduced into the enclosure such that the liquid surrounds the membrane bundle. The method may also include applying a pressure that is less than an ambient pressure of the tank to a permeate collection chamber, that is in fluid communication with the hollow fiber membranes, wherein applying the pressure is configured to cause a portion of the liquid to pass through the hollow fiber membranes as permeate into the permeate collection chamber. The method may further include supplying a gas stream to the gasification device to produce the gaseous bubble, wherein the enclosure causes the gaseous bubble to maintain contact with the bundle along the entire length of the bundle.
In another aspect, the present disclosure is directed to a method of desludging a hollow fiber membrane module. The method may include temporarily ending a vacuum pressure applied to the module. The module may include a header and a bundle containing a plurality of hollow-fiber membranes, wherein a lower end of each hollow membrane is fixed in the header. The module may also include a gasification device adapted to periodically generate a gaseous bubble and configured to release the gaseous bubble within the bundle. The module may further include an enclosure that substantially surrounds the bundle that extends from a lower region to an upper region of the membrane bundle, wherein the enclosure is configured to retain the liquid introduced into the enclosure such that the liquid surrounds the membrane bundle. The method may also include supplying a gas stream to the gasification device to generate a plurality of gaseous bubbles, wherein the gaseous bubble maintains contact with the bundle along the entire length of the bundle. The gaseous bubbles may desludge the hollow-fiber membranes by breaking apart and lifting the sludge up and out the top of the enclosure.
In another aspect, the present disclosure is directed to a gasification device for use with a membrane filter module submerged in a liquid. The device may include an outer sleeve coupled to a nozzle that defines a main chamber, wherein the main chamber has an open lower end. The device may also include a tube that extends within the main chamber such that a lower end of the tube is elevated above the lower end of the outer sleeve. The device may further include a bucket positioned outside the tube, within the main chamber, wherein a bottom of the bucket is below the lower end of the tube. The gasification device may be configured to pulse a gaseous bubble up through the tube into a bundle of the membrane filter module when the volume of a gas in the main chamber displaces a sufficient volume of the liquid and reaches the lower end of the tube.
An individual membrane row 12 may also include a permeate riser pipe 22 at one end and an aeration riser pipe 24 at the other end in fluid communication with header 16. As shown in
Module 10 may also include a row enclosure assembly 38 that may include one or more bundle enclosures 40 corresponding to each fiber bundle 18. As shown in
As shown in
In another exemplary embodiment, as shown in
The active membrane area of each module 10 may vary, for example, with changes in the number of hollow-fiber membranes 32 in a bundle 18 (i.e., the packing density of a fiber bundle 18), the length of each hollow-fiber membrane 32 from a fiber plate surface to the start of a fiber tip seal as explained more detail herein, the size and number of fiber bundles 18, and the number of membrane rows 12 installed or used. According to some embodiments, the module 10 may be configured to operate with partial loading and/or may include membrane rows 12 added or removed, as desired.
The length of the hollow-fiber membranes utilized with a membrane row and module 10 may vary. In some embodiments the hollow-fiber membranes may be, for example, about 1.5 m to about 1.65 m, about 1.65 m to about 1.75 m, about 1.75 m to about 1.85 m, about 1.85 m to about 1.95 m, about 1.95 m to about 2.05 m, about 2.05 to about 2.15 m, about 2.15 m to about 2.25 m, about 2.25 m to about 2.35 m, about 2.35 m to about 2.45 m, about 2.45 m to about 2.55 m, about 2.55 m to about 2.65 m, or about 2.65 m to about 2.75 m.
The diameter of the hollow-fiber membranes utilized with a membrane row and module may vary. In some embodiments, the hollow-fiber membrane diameter may be, for example, from about 1 mm to about 5 mm or from 2 mm to about 3 mm. The fiber diameter may impact various factors regarding design and system performance. For example, the fiber diameter may affect packing density. More specifically, the larger the fiber diameter the smaller the number of fibers that may be packed into a bundle of the same cross-sectional area. Larger fibers may have greater membrane surface area per fiber, but overall membrane area per bundle may decrease due to less fibers being included per bundle of the same cross-sectional area. The rigidity of the fibers, which may be dependent on the fiber diameter, may affect the movement of the fibers during operation. The effect on the movement of the fibers may affect fouling characteristics. For example, fibers of greater diameter may be more rigid, which may reduce the range of motion during operation making the fiber surface more susceptible to fouling.
Module 10 as described herein may be used with a membrane filtration system to treat a liquid 42 containing solids (e.g., suspended solids) that is contained or held in a tank 44 or other container (e.g., basin, pool, reservoir, etc.) at ambient pressure. As shown in
As illustrated in
A portion at the bottom of the active membrane may be illustrated as a cage gap G, which can be determined to optimize the filtration performance of a given module. A height for cage gap G may be selected to provide a desired amount of influx of new liquid 42 (e.g., sludge) into membrane row 12, as this may be the only open area of membrane row 12 that is exposed to the incoming liquid 42. In other words, the selection of this cage gap G height is helpful in optimizing the performance of each membrane row 12 and module 10, and can be selected depending on a number of factors, including the speed at which filtration is desired to occur, the level of contamination of the incoming liquid 42 sludge, along with a number of additional factors. Cage gap G according to an exemplary embodiment may be greater than 0 and less than 6 inches in height, including between 1 and 5 inches in height. Cage gap G may be maintained with a gap spacer or other structural member that is placed below row enclosure assembly 38, if desired. In some embodiments, the cage gap G may be, for example, about 0.5 inches, 1 inch, 2 inches, 3 inches, 4 inches, 5 inches, or more.
A distance from the bottom of the cage gap to the bottom of tank 44 may be height H and referred to as the mixing zone of tank 44. The arrows shown in
Pressure that is less than the ambient pressure i.e., a vacuum) may be applied to module 10 and across the fiber bundles 18 to cause filtration to occur. This pressure may be applied to each membrane row 12 of module 10 through permeate manifold 28 and permeate riser pipe 22, which may be in fluid communication with a permeate chamber 46 (see
In some embodiments, header 16 as shown in
To limit or reduce the buildup of solids at the surface of hollow-fiber membranes 32 as well as to facilitate circulation of liquid 42, gaseous bubbles may be released from the one or more gasification devices 34. The gaseous bubbles may pass along the hollow-fiber membranes 32 thereby introducing new liquid 42 while also scouring the surface of the hollow-fiber membranes 32 and controlling the buildup of solids at the surface. This process of releasing gaseous bubbles to the hollow-fiber membranes 32 may be referred to herein as aeration or air scouring.
There are a variety of methods and gasification devices that may be used for aeration of hollow-fiber membranes 32. For example, methods of aeration may include continuous aeration, intermittent aeration, and pulsed aeration. Continuous aeration may include aeration in which a substantially continuous stream of small bubbles is released continuously from each gasification device to scour the surface of the hollow-fiber membranes 32. Intermittent aeration may include aeration in which a substantially continuous stream of small bubbles is released for a period (e.g., cycled on and off) from each gasification device to scour the surface of hollow-fiber membranes 32 when gas stream 36 is supplied to module 10. Traditionally, intermittent aeration has been the conventional method of aeration utilized for cleaning submerged membranes. For example, U.S. Pat. No. 6,245,239 discloses a cyclic aeration for submerged membranes modules.
Intermittent aeration has been preferred over continuous aeration due to the energy saving, which may be achieved by not aerating all the membranes continuously and still maintain satisfactory performance. More recently, pulsed aeration has been introduced in which periodically a larger bubble may be released from the gasification device to scour the surface of the hollow-fiber membranes 32 when gas stream 36 is supplied to module 10. For pulsed aeration, gas stream 36 may be supplied to the gasification devices continuously and the rate at which a larger bubble is released is dependent on the flow rate of gas stream 36.
One embodiment of a gasification device 34A configured for intermittent aeration is shown in
Alternatively, in some embodiments of bundle body 20 (e.g.,
The intermittent aeration process may include supplying gas stream 36 intermittently for a specific period of time to gasification device 34A via aeration chamber 54, and then stopping gas stream 36. For example, according to one embodiment, aeration may be turned on for a time of about 120 seconds to 24 hours, and then it may be stopped for a period of just more than 0 seconds to about 120 seconds. Depending on the length of time the aeration is turned on or activated, the cycle can be repeated at least once and possibly many times throughout each 24-hour period.
For pulsed aeration, gas stream 36 may be supplied to a gasification device continuously or intermittently. But unlike intermittent aeration, the gasification device may be configured such that a large gaseous bubble may be released periodically rather than a plurality of smaller gaseous bubbles being released continuously while gas stream 36 is supplied.
The process by which pulsed aeration may be carried out is illustrated by
As shown in
Outer sleeve 102 may be coupled to nozzle 100 and configured to define a main chamber 114. Main chamber 114 may be in fluid communication with feed chamber 108. Outer sleeve 102 may form a generally cylindrical shape having an open lower end 116. In other embodiments, outer sleeve 102 may define other shapes, for example, square, oval, rectangle, ellipsis, etc.
As shown in
As shown in
When gas stream 36 is not supplied to gasification device 34B, main chamber 114 and feed chamber 108 can flood with liquid 42 (not shown) introduced via the open lower end 116 of outer sleeve 102. When gas stream 36 is supplied to aeration chamber 54, gas may flow through throttle 110 into feed chamber 108 and main chamber 114 and displace liquid 42. When the volume of gas in main chamber 114 displaces a sufficient volume of liquid 42 such that the level of liquid 42 reaches the lower end of tube 104, the hydraulic seal may be broken and the volume of air collected in feed chamber 108 and main chamber 114 may be drawn (e.g., siphoned) up through tube 104 as a pulse of air and the pulse of air may be released as gaseous bubble 56 from bundle body 20. Gaseous bubble 56 may be released from the center of bundle body 20 into the center of fiber bundle 18 (not shown).
Bucket 124, as shown in
It is contemplated that in other embodiments, one or more of the components (e.g., nozzle 100, outer sleeve 102, tube 104, and buckets 106 and 124) of gasification devices 34A, 34B, and 34C may be altered, combined, or modified. For example, in other embodiments, nozzle 100, outer sleeve 102, and tube 104 may all be one continuous piece.
In some exemplary embodiments of membrane row 12, gas stream 36 may be supplied to the gasification devices 34 (e.g., 34B, 34C, and 34D) via a lower aeration tube rather than supplying gas stream 36 through aeration chamber 54 of header 16. For example, as shown in
As shown in
The configuration and arrangement of fiber holes for fiber plate 50, utilized in conjunction with the embodiment of bundle body 20, as shown
Lower aeration tube 64 may include a plurality of orifices 68 configured to direct gas stream 36 to each gasification device 34. For example, as shown in
The cross-sectional area of lower aeration tube 64 and the cross-sectional area of the orifices 68 may be optimized such that an equal and sufficient amount of gas stream 36 may be discharged from each orifice 68 while minimizing the amount of gas stream 36 discharged from flush leg 66. As will be known to one of skill in the art, the size of the orifices depends on volumetric air flow and quantity of orifices. Further, the lower aeration tube 64 cross-sectional area and orifice size can be varied to manage velocity and pressure drop. In some embodiments, orifices 68 may be about 5 mm, 6 mm, 7 mm, 8 mm, 9 mm, 10 mm, or greater.
As shown in
Any of the gasification devices (e.g., 34B, 34C, and 34D) disclosed herein may be modified for utilization with lower aeration tube 64 configuration of membrane row 12. For example, row 12 shown in
According to an exemplary embodiment, the gasification devices 34 may be configured to be releasably coupled to a bundle body 20. One example is shown in
In some embodiments, bundle body 20 and gasification device 34 may be configured as one integral component. For example, as shown in
The size and dimensions of the gasification devices 34 (e.g., 34B, 34C, and 34D) described herein may be varied in numerous ways to optimize performance. For example, a height, a diameter, or a length may be varied for outer sleeve 102, tube 104, bucket 106, thereby adjusting the volumes of main chamber 114 and chamber 130. The overall height and diameter of outer sleeve 102 may determine the maximum working volume. The working volume may be selected based on a preferred pulse frequency at a given volumetric flow rate for gas stream 36.
To determine an optimal working volume and corresponding dimensions for the gasification devices 34, three different size concentric gasification devices 34B were tested and operated at air flow rates between 2 and 10 m3/hr/row. Only three dimensions were varied between the three gasification devices 34B as indicated in Table 1 below and illustrated in
The performance of each gasification device 34B tested was measured both visually as well as by timing the number of pulses per minute at a given flow rate. The goal was to determine the best configuration that utilizes the complete hold-up volume of the gasification device consistently at the air flow rates being applied. The number of pulses per minute at a given flow rate indicates whether or not the gasification device is firing efficiently. A properly functioning gasification device will pulse fewer times per minute than an improperly functioning gasification device. This is because a gasification device that is short circuiting or not completely evacuating will tend to fire more rapidly. The overall air usage will be the same, but the bubble size will be reduced with higher frequencies. Ultimately, pumping efficiency created by a bubble filling the bundle chamber cross-section will be compromised. Table 2 below provides the results of the test. From the results it is clear that the medium-sized bucket allowed the gasification device to function more efficiently, meaning more of the hold-up volume of gas stream 36 within the gasification device 34B was consistently evacuated with every pulse cycle.
Similar testing was done to test the pulse rates of the concentric gasification device 34B against the 180 degree offset gasification device 34C and the 100 degree offset gasification device 34D. The results of the testing for the three gasification devices are shown in Table 3 below.
As indicated by the results of the table, all three gasification devices were pulsing evenly up to 50 cfh, which equates to 11.3 Nm3/hr/row (8 bundle row). Therefore, all three gasification devices 34B, 34C, and 34D may be configured and sized to handle the air flow capacity utilized during normal operation of module 10. As a result of further testing and observation of gasification device 34 in operation, it was determined that further improvement in pulse efficiency of gasification device 34 may be achieved when side wall 132 height of bucket 124 is a certain ratio to the overall height of gasification device 34. For example, when height H1 is about 39% of height H2, as indicated in
Testing was also conducted on the pulsed aeration gasification devices to determine the upper and lower limits of air flow rate operation and the corresponding pulse rates at those air flow rates. The testing revealed that for a gasification device 34, as shown in
The testing also revealed that for a gasification device 34, as shown in
In addition to pulse efficiency, a gasification device's ability to handle debris is also considered in designing and selecting a gasification device for utilization with a membrane row 12 of a module 10. Debris handling may be defined as a gasification device's ability to pass debris without hindering the pulse rates coming from the gasification device.
Debris handling testing was performed on a concentric gasification device 34B, a 180 degree offset gasification device 34C, and a 100 degree offset gasification device 34D. The testing included placing debris of different materials and different sizes inside each gasification device. Each gasification device was then installed and gas stream 36 was supplied at 5 m3/hr/row. The behavior of the debris was observed while the gasification devices operated (i.e., pulsed). The results of the testing are shown in Table 4 below. An “X” indicates the object could not pass through the corresponding gasification device. The “◯” indicates the object had passed through the corresponding gasification device.
As indicated by the results of the test, the 100 degree offset gasification device 34D was able to pass the most types and sizes of debris. It was observed that the turbulence level of water returning to bucket 124 after a gaseous bubble 56 was released was noticeably higher than with the other gasification devices. This increased turbulence helps to disturb objects that have settled on the bottom of bucket 124, thereby increasing the chance of the object passing through the air tube with subsequent pulses. It should be noted that the offset gasification device with offset wall angle contributes to the turbulence effect.
Additional debris handling testing was performed utilizing a 2 inch leaf and a full size leaf (˜4 inch×4 inch Maple leaf) because leaves are often a cause for gasification device clogging. The leaves were placed in the gasification devices in a clear water tank and supplied a gas stream 36 at an air flow rate of 4.3 Nm3/hr. The results are displayed in Table 5.
As indicated by the results in Table 5, the 100 degree offset gasification device 34D performed better than the other gasification devices. The concentric gasification device was unable to pass either leaf. The 180 degree offset gasification device 34C was able to pass the 2 inch leaf in under two minutes, but the full size leaf took 16 hours. The 100 degree offset gasification device 34D was able to pass the 2 inch leaf in under two minutes and passed the full size leaf in thirty five minutes.
Based on the pulse efficiency and debris handling testing, the 100 degree offset gasification device 34D may be utilized in an exemplary embodiment of membrane row 12 and module 10.
In addition to pulse efficiency and debris removal, a gasification device's ability to circulate liquid 42 (i.e., pumping efficiency) through each individual bundle enclosures 40 is considered in designing and selecting a gasification device for utilization with a membrane row 12 of a module 10. Pumping efficiency may be defined as the liquid velocity achieved by a gasification device per unit of air flow. To evaluate the pumping efficiency of the intermittent gasification device 34A versus the pulsed gasification devices 34B, C, D, comparative testing was done on an intermittent gasification device and a pulsed gasification device.
For the testing a bundle enclosure was submerged in water and a gasification device of each aeration type was attached to the base of the bundle enclosure, first one then the other. A velocimeter, designed to measure submerged velocity profiles was mounted at the exit of the bundle enclosure. An air supply was then connected to each gasification device and a rotameter was used to measure the air flow rate supplied to the gasification devices during each test.
For the first phase of testing four target liquid velocities were set (i.e., 0.8 ft/s, 1.1 ft/s, 1.4 ft/s, and 1.6 ft/s) and then the air flow rate was increased for each of the gasification devices until each of the target flow rates were achieved. Table 6 below shows the results of the first phase of testing. As indicated by the results in Table 6, the pulsed aeration gasification device required about 75-80% of the air flow rate that the intermittent aeration gasification device required to achieve the same target liquid velocities.
For the second phase of testing five target A liquid heights were set (i.e., 3.125 inches, 4.5 inches, 5.8125 inches, 6.25 inches, 6.625 inches) and then the air flow rate was increased for each of the gasification devices until each of the target A liquid heights were achieved. Table 7 below shows the results of the second phase of testing. As indicated by the results in Table 7, the pulsed aeration gasification device required between about 47% and 88% of the air flow rate that the intermittent aeration gasification device required to achieve the same target A liquid heights.
The pumping efficiency testing demonstrates that the pulsed aeration gasification devices may be operated at a reduced air flow rate and still achieve the same pumping efficiency as the intermittent aeration gasification devices. The ability to operate at reduced air flow rates can allow for cost saving in both the initial capital investment in equipment and installation as well as operating cost.
As described herein with reference to
As shown in
Gaseous bubbles 56 as they rise up within fiber bundle 18 and bundle enclosure 40 may form a “bullet shape.” For example, as shown in
The cross-sectional area of the bundle enclosures and the gaseous bubbles substantially filling the cross-sectional area may be, for example, about 8 in2 to about 16 in2, about 10 in2 to about 14 in2, about 11 in2 to about 13 in2, about 12 in2 to about 12.5 in2, or about 12 in2 to about 12.25 in2, or about 12.11 in2.
The term “substantially” as used herein, for example, to describe the gaseous bubbles “substantially” filling the cross-sectional area, means within an acceptable error range for the particular value as determined by one of ordinary skill in the art. For example, “substantially” may mean greater than 99%, 98%, 97%, 96%, 95%, 90%, 85%, 80%, or 75%. In one example, the gaseous bubbles substantially filling the cross-sectional area may be equivalent to the gaseous bubble filling great than 99% of the cross-sectional area of the bundle enclosure. It is contemplated that the gaseous bubbles 56 may substantially fill the cross-sectional areas of the bundle enclosure, but there may be some seams (e.g., along the corners of the bundle enclosure) where there may be leakage of liquid by the gaseous bubble thereby limiting the gaseous bubbles from filling the entire cross-sectional area.
This form of pulsed aeration, where the gaseous bubble 56 may be introduced into the center of the fiber bundle 18, and may be retained within fiber bundle 18 and bundle enclosure 40 can produce unexpected synergistic benefits. These synergistic benefits may include, for example, higher rates of liquid pumping (i.e., feed recirculation through the bundle enclosure) than achieved by the small continuous bubbles that do not fill the enclosure or pulsed aeration with large bubbles that are not confined by an enclosure. Another synergistic benefit may be, for example, enhanced scouring of the hollow-fiber membranes 32. When the gaseous bubbles 56 substantially fill the entire cross-section of an individual bundle enclosure 40, all the hollow-fiber membranes 32 of the fiber bundle 18 may be scoured, thereby removing more debris from the surface. This may eliminate channeling within hollow-fiber membrane bundles 18, which can lead to clogging and decrease filtration performance.
Various embodiments of gasification devices may be utilized to produce pulsed aeration, as described herein. Gasification devices 34B, 34C, and 34D are just three exemplary embodiments. The pulsed aeration gasification devices 34B, 34C, and 34D as described herein combined with bundle enclosures 40 may enable the total flow of aeration air to be substantially reduced while still producing large gaseous bubbles 56 and slug flow that effectively cleans the surface of the membranes and maintains filtration performance. Large gaseous bubbles 56 and slug flow also provide sufficient liquid circulation, which provides improved membrane performance at lower operating cost.
Although module 10 as shown in
In some embodiments, row enclosure assembly 38 may be configured to surround an entire membrane row 12 of fiber bundles 18 or an enclosure may be configured to surround and entire module 10. In some embodiments, no enclosure at all may be utilized and the hollow-fiber membranes 32 may be supported by an alternative structure. For example, in some embodiments as shown in
In embodiments not utilizing a bundle enclosure or cage the gaseous bubble 56 released by a pulsed aeration gasification device may be sized such that the cross-sectional area of the gaseous bubbles corresponds to (e.g., is equal to) the cross-sectional area of the fiber bundle such that the gaseous bubble engulfs all of the hollow-fiber membranes 32 as it rises up. The cross-sectional area of the fiber bundle and the gaseous bubbles substantially filling the cross-sectional area of the fiber bundle may be, for example, about 8 in2 to about 16 in2, about 10 in2 to about 14 in2, about 11 in2 to about 13 in2, about 12 in2 to about 12.5 in2, or about 12 in2 to about 12.25 in2, or about 12.11 in2.
Module 10 may utilize a variety of different structures and designs for bundle enclosure 40 and row enclosure assembly 38. Several different embodiments of bundle enclosures 40 and row enclosure assemblies 38 are described herein in greater detail. An individual bundle enclosure 40 may be multi-shaped, for example, generally square, rectangular, multi-sided, circular, semi-circular, symmetric, non-symmetric, or the like. Bundle enclosure 40 may have rounded or smooth inner corner areas. An individual bundle enclosure 40 may be sized and shaped to contain a fiber bundle that will extend along at least a portion of its length.
In the exemplary embodiment shown in
The exemplary embodiment of row enclosure assembly 38, shown in
The exemplary embodiment of bundle enclosures 40 shown in
As shown in
For example, as shown in
According to some embodiments, a tab 156 may be associated with, or coupled to, an exterior surface of the second end cap 33 (e.g., on the side adjacent the removable hatch 150). The tab 156 is configured to prevent the removable hatch 150 from separating from the elongated wall 146, unless an end of the removable hatch 150 adjacent the second end cap 33 is deflected away from the exterior surface of the second end cap 33, for example, via a tool such as a screw driver, once the removable hatch 150 has been slid into place to close the bundle enclosure 40. According to some embodiments, the tabs 156 may include a slot 157 (e.g., for receiving the blade of a screwdriver or another tool) to facilitate lifting the removable hatch 150 over the tab 156. According to some embodiments, the first end cap 31 may include a hatch trap 158 configured to receive an end of the removable hatch 150 associated with the first end 142 of the bundle enclosure 40. The hatch trap 158 may take the form of a gutter-shaped flange running along the exterior side of the first end cap 31 that receives the end of the removable hatch 150. In such embodiments, the removable hatch 150 is retained on the elongated wall 146 by the opposing side edges 148 of the elongated wall 146 and between the tab 156 and the hatch trap 158.
The exemplary bundle enclosure 40 has a cross-section perpendicular to the longitudinal axis X (see, e.g.,
As shown in
According to another exemplary embodiment, the row enclosure assembly 38 may not include one or more of the first and second ends caps 31 and 33. For example, as shown in
For example, the sides of the elongated walls 146 of the adjacent bundle enclosures 40 may be coupled to one another as shown. According to some embodiments, the bundle enclosures 40 may include respective elongated walls 146 and/or removable hatches 150 similar to, or substantially the same as, the elongated walls and removable hatches of enclosure assemblies designed to be coupled to end caps, for example, as shown in
As shown in
Exemplary base members 153 also include a pair of channels 167 on opposite sides of the recess 161 configured to receive opposing ends 169 of the sleeve member 155 for coupling the sleeve member 155 and base member 153 to one another via, for example, a longitudinal sliding action with respect to one another. In addition, according to some embodiments, the ends 169 of the sleeve member 155 may include features that prevent, or reduce the likelihood of unintentional sliding of the sleeve member 155, relative to the base member 153 as a result of, for example vibration, after assembly of base member 153 and sleeve member 155.
Embodiments that do not include one or more of the end caps may have possible advantages. For example, for some embodiments including an end cap associated with the header, the fiber membranes of the bundles may need to be inserted through the apertures in the end cap during assembly, which may increase time associated with assembly of the filtration module. In addition, the wall thickness associated with the end cap may reduce the cross-section for fluid flow through the filtration module. Further, the end caps may add to the difficulty of assembly of the filtration module due, for example, to the necessity of lining up the end caps with the enclosure assemblies. The end caps may also increase the cost of the filtration module.
The bundle configuration may affect overall performance, as it interfaces with both the aeration delivery and bundle enclosure assembly. The number of fibers and their spacing may be optimized to reduce clogging and increase recirculation rates in order to achieve higher sustainable fluxes. Mixed liquor suspended solids (MLSS) concentration (typically between 8 and 15 g/L) and sludge filterability, often measured with time to filter (TTF), impact the optimal fiber packing density. TTF can be a measure of sludge quality and is obtained using a TTF test, which according to the TTF Standards Method 2710H measures the time required to filter a sludge sample through a 1.2 micron filter disc under vacuum pressure. Higher values indicate greater resistance to filtration due to physical and chemical properties of sludge flocs, including extracellular polymeric substances and other constituents in the mixed liquor. This TTF average value is for a mixed liquor concentration of 12 g/L in the pilot membrane tank, averaged over a year. The higher the MLSS concentration and TTF and the lower the sludge filterability, the lower the packing density. The gaps between fiber groups influence the migration of fresh sludge into the bundle. The aeration system also utilizes these pathways when the large bubble pulses to expel solids that have built up during filtration.
As described herein, module 10 may be installed within a membrane filtration system to treat liquid 42 contained in tank 44. To demonstrate the performance of various gasification devices (e.g., intermittent aeration and pulse aeration) utilized with module 10 in conjunction with bundle enclosure assemblies 38 and intermittent cages, as described herein, extensive pilot testing was performed on a variety of gasification device embodiments under a variety of performance conditions. The testing was generally performed on an individual membrane row. Primarily domestic wastewater was used for the liquid during testing. The pilot system included anoxic and aerobic tanks for nitrification/denitrification and aerobic degradation of organics. Mixed liquor was recirculated between the aerobic tank and a membrane tank housing the submerged membrane row. Permeate was withdrawn from the membrane row under vacuum through a reversible pump to a permeate/backflush tank. The pilot system utilized an aeration system during operation to regulate sludge accumulation on the membrane row and maintain permeability. Regular backflushing and chlorine maintenance cleaning was also conducted to regulate sludge accumulation and pore fouling of membranes. Feed water was prescreened with a 2 mm rotating drum brush screen prior to inlet to pilot biological tanks. A simplified process flow diagram of the pilot system utilized is illustrated in
Table 8 is a list summarizing some of the general parameters used during the pilot testing.
Phase 1 testing included testing four different membrane row configurations: (1) bundle enclosure assembly 38 with gasification device 34A (intermittent small bubble aeration); (2) bundle enclosure assembly 38 with gasification device 34B (pulsed aeration); (3) intermittent cages 170 with gasification device 34A (intermittent small bubble aeration); and (4) intermittent cages 170 with gasification device 34B (pulsed aeration).
For Phase 1 testing a membrane row, referred to herein as membrane row A, was used. The characteristics of membrane row A are shown in Table 9 below.
Membrane row A was used for all of the Phase 1 testing. A chlorine and acid recovery clean of membrane row A was performed in June 2014 in order to restore membrane permeability, which had declined naturally since the row's installation in December 2013. As a result of this cleaning as well as of differing membrane life throughout the duration of testing, absolute values of TMP and membrane permeability can vary. Therefore, one measure that may be used to evaluate pilot performance is the membrane fouling rate per 10-minute production cycle. During permeation, transmembrane pressure (TMP) increases as membrane pore fouling and cake layer formation on the membrane surface occur. This rate of TMP rise per cycle is the fouling rate. Under normal operation, TMP is restored to a low level after each backflush. Permeability decline rate is proportional to the fouling rate. Fouling rates may be compared between data sets with varying membrane age.
During Phase 1 testing, the four different membrane row configurations were tested and during testing were operated at a flux of 31 LMH with an air scour flow rate of 5 Nm3/h, with all other process parameters held uniform. The chart shown in
The individual testing data for the four membrane row configurations provided herein in the form of performance scatter plot graphs. In the performance graphs referenced as follows permeate gross flux, TMP, and permeability are presented. Some selected graphs show magnified performance on a shorter time scale, demonstrating the TMP rise during each 10-minute production cycle as sludge dewatering occurs and a cake layer builds on the membrane surface, followed by a backflush. Temperature corrected permeability (normalized to 20° C.) accounts for deviations in temperature during this time, between 16-26° C.
The first membrane row configuration tested includes a bundle enclosure with intermittent aeration gasification devices (e.g., 34A).
The next membrane row configuration tested included a bundle enclosure with a pulsed aeration gasification device (e.g., 34B).
The previous data for configurations with bundle enclosures were collected after 6 months of membrane row operation during which permeability had declined naturally. The data with intermittent cages referenced as follows were collected after a recovery clean of the membrane row, which increased membrane permeability. Comparison of the fouling rate between data sets provides a more direct comparison between configuration than TMP and permeability absolute values since these are affected by this recovery clean process.
The next membrane row configurations tested included intermittent cages with a pulsed aeration gasification device and then an intermittent aeration gasification device. As described herein, the intermittent cages allow air exiting from each bundle body to move freely around the membrane row and potentially scour fibers from various bundles.
Portion A of
Portion B of
Phase 1 testing showed that, among the four membrane row configurations tested, the membrane row with the bundle enclosure and pulsed aeration gasification devices was most successful at minimizing TMP rise per cycle, or fouling rate. At a permeate flux of 31 LMH and an aeration air flow rate of 5 Nm3/h, fouling rates with intermittent gasification devices with bundle enclosures and intermittent cages were 1.66 mbar/min and 1.55 mbar/min, respectively. However, when pulse aeration gasification devices were used with bundle enclosures, the average fouling rate was 0.58 mbar/min.
Phase 2 testing was conducted in parallel to phase 1 testing utilizing a second pilot system. For Phase 2 testing a membrane row B with a lower fiber packing density was operated using bundle enclosures and two different gasification device types. The characteristics of membrane row B are shown in Table 10 below.
For Phase 2 testing the membrane row was operated at a higher permeate flux of 45 LMH, which provided a sharper comparison between the two nozzle types (i.e., an intermittent aeration and a pulsed aeration gasification device). As shown in portion A of
The goal of Phase 3 testing was to generate fouling rate data at various fluxes in order to determine the operational capability of membrane rows utilizing a bundle enclosure and pulsed aeration gasification devices. Phase 3 testing included performing a critical flux test with membrane row A having a bundle enclosure and intermittent aeration gasification devices and then pulsed aeration gasification devices. For each configuration the permeate flux was incrementally increased while monitoring the TMP rise in order to determine at what flux performance no longer becomes sustainable. This occurs when, at a particular flux, the TMP rise due to the combined impacts of membrane resistance, pore fouling, and cake layer buildup reaches a critical value where the system can no longer perform on a long term basis.
With each set of gasification devices installed, the membrane rows were operated at the same 5 Nm3/h air flow rate and increasing permeate fluxes of 31, 45, and 60 LMH for one hour each. TMP fouling rates are presented in
Critical flux tests were conducted immediately following the recovery clean of the membrane row, and as a result these critical flux fouling rates are lower than during previous testing. This is due to the membrane's permeability recovery during the recovery clean. Nevertheless, the comparison of fouling rates between gasification types either before or after the cleaning does provide clear conclusions regarding system performance.
The goal of Phase 4 testing was to evaluate the performance of membrane rows having a bundle enclosure and pulsed aeration gasification devices (i.e., configuration 2) at different fluxes and aeration air flow rates. For Phase 4 testing the aeration air flow rate was decreased first.
Permeate fluxes were then increased to 44 LMH and 62 LMH, remaining at an air flow rate of 3 Nm3/h, shown in
A flux of 62 LMH sustained during this testing for 21 hours is a duration greater than would be anticipated during normal operation of module 10. This flux is representative of a peak in fluxes that would occur for a few hours during a 24-hour period. Also of note is that this fouling rate at 62 LMH and 3 Nm3/h air is lower than achieved during critical flux testing (i.e., phase 3 testing) with pulse nozzles and stacked cages at 60 LMH and 5 Nm3/h air-0.93 mbar/min compared to 1.6 mbar/min. This improved performance is likely due to optimization of pulse aeration gasification devices which was ongoing during the time between testing dates.
The fouling rates resulting from this optimization testing are summarized in Table 11.
For comparison, data gathered in May 2014, at a flux of 47.5 LMH with intermittent enclosures and pulsed gasification devices, is shown in
Phase 5 testing included evaluating the long term stability of a membrane row operation utilizing bundle enclosures and pulse aeration gasification devices. To demonstrate long term stability a membrane row utilizing bundle enclosures and pulse aeration gasification devices was operated for greater than 120 days.
Phase 6 testing included evaluating the ability of a membrane row utilizing bundle enclosures and pulse aeration gasification devices to operate outside the normal MLSS and TTF range. The typical range for MLSS is 8 g/L to 15 g/L and the typical range for TTF is less than 200 seconds.
The goal of Phase 7 testing was to generate additional fouling rate data at various fluxes and various aeration air flow rates in order to determine the operational capability of membrane rows utilizing a bundle enclosure and pulsed aeration gasification devices. Phase 7 testing was performed utilizing an 8 fiber bundle membrane row and a pulsed aeration gasification device 34D. The membrane row tested had 40 m2 of membrane area and a hollow fiber membrane length of 1.83 meters. Some of the pertinent process conditions for the Phase 7 testing are shown in Table 12 below.
Phase 7 testing include operating the membrane row at the three different permeate fluxes (30, 45, 60 lmh—gross) at aeration air flow rates of 3.5, 4.3, 8.6 Nm3/hr. Based on 40 m2 of membrane area, the air flow rates would be 0.088, 0.108, 0.215 Nm3/hr per m2. Each combination was operated for a minimum of 1 hour. Fouling rates for the testing were calculated as the difference in TMP at the start and end of the process cycle. The averages of the fouling rates for each process combination are displayed in Table 13 below.
Graphs of the Phase 7 testing data for the different process combinations are presented in
In addition to controlling the fouling rates of the modules, the combination of bundle enclosures and aeration may also provide additional advantages. For example, in situations where module 10 may have one or more fiber bundles 18 that may be sludged, the combination of utilizing bundle enclosures with aeration may desludge or reverse the sludging by breaking up the sludge caked onto the fiber bundle and discharging it up through the top of the bundle enclosure 40. Desludging may occur automatically depending on the operational conditions of the system or a specific desludging cycle (e.g., relaxation cycle) may be ran. For example, sludging may be detected by monitoring the fouling rate of a module during each production cycle and comparing that to the fouling rate of earlier fouling rates (e.g., previous 2, 4, 8, 12, 24 hours). If the fouling rate spikes this may indicate sludging has occurred in which case the module may be taken out of operation and an a relaxation cycle may be ran to reverse the sludging.
A relaxation cycle may include stopping production, which may include ending the vacuum pressure applied to a module, as described herein. A gas stream may be supplied to the gasification device (e.g., gasification device 34A, 34B, 34C, or 34D) of the module to generate gaseous bubbles. The bundle enclosures 40 surrounding each fiber bundle 18 may be configured to retain the gaseous bubbles in the vicinity of the fiber bundle such that the gaseous bubbles maintain contact with the fiber bundle along the entire length of the bundle. The combination of not pulling a vacuum (i.e, not drawing more permeate through the membrane and dewatering the liquid within the bundle enclosures) along with bundle enclosures and aeration can desludge the fiber bundle by breaking apart and lifting the sludge up and out the top of the bundle enclosure. The relaxation cycle may utilize intermittent aeration and/or pulsed aeration as described herein.
Testing was conducted to demonstrate the effectiveness of relaxation cycles. Modules utilizing both intermittent aeration as well as pulsed aeration in combination with bundle enclosures were tested.
A relaxation cycle may also include cycling of aeration by turning the gas stream supplied to the membrane module on and off. In addition, a relaxation cycle may also include backflushing of the membrane module in conjunction with aeration or between aeration cycling. A relaxation cycle may vary in length, for example, a relaxation cycle may range from about 1 minute to about 5 minutes, from about 5 minutes to about 10 minutes, from about 10 minutes to about 15 minutes, from about 15 minutes to about 20 minutes, or may be greater than about 20 minutes.
The utilization of one or more modules, as described herein, having bundle enclosures and gasification devices (e.g., pulsed aeration gasification devices 34B, 34C, and 34D) may provide a variety of advantages over the prior art. For example, as demonstrated by the testing, modules having bundle enclosures and pulsed aeration gasification devices were able to operate at reduced fouling rates when compared to the other module configurations. The reduced fouling rates were exhibited at a wide range of permeate fluxes (e.g., 30 LMH to 60 LMH), which allows for flexibility in module operation. In addition, the testing demonstrated that modules having bundle enclosures and pulsed aeration gasification devices were able to operate at reduced aeration air flow rates at a range of permeate fluxes while still maintaining reduced fouling rates.
The ability of the modules to operate at increased fouling rates and reduced aeration air flow rates while still maintaining reduced fouling rates can allow for reduced system cost (e.g., initial capital cost and operating cost). For example, the ability of the modules to operate at increased permeate fluxes can allow for fewer modules to be used to produce the same our higher output as previous modules, thereby reducing the capital cost of the modules, tanks, and other corresponding equipment. The ability of the modules to operate at reduced aeration air flow rates can save both capital and operating cost. For example, for some systems, smaller blowers may be used to generate the aeration air flow than would have been necessary for previous system thereby reducing the initial capital cost. The operating cost (e.g., energy cost, maintenance, etc.) for the smaller blowers can also be reduced.
Additional advantages of the modules, as described herein, include the ability of the modules to recover from upset (e.g., debris, sludging, high MLSS, high TTF, etc.). As demonstrated by the testing, the modules as described herein are configured to have improved debris handling and removal capability, improved desludging capability, and the ability to handle high MLSS and high TTF events without the need for extensive cleaning (e.g., manual cleaning). Membranes filtration systems utilizing the membrane modules described herein can be small, cheaper, more robust, and require less energy to operate than earlier equivalent capacity systems.
The foregoing detailed description and examples have been given for clarity of understanding only. No unnecessary limitations are to be understood therefrom. It will be apparent to those skilled in the art that many changes can be made in the embodiments described without departing from the scope of the invention. Thus, the scope of the present invention should not be limited to the structures described herein, but only by the structures described by the language of the claims and the equivalents of those structures.
This application is a continuation of U.S. application Ser. No. 15/094,813 filed on Apr. 8, 2016, which is a continuation of U.S. application Ser. No. 14/918,199 filed on Oct. 20, 2015, which claims the benefit of priority of U.S. Provisional Application No. 62/067,127, filed Oct. 22, 2014; PCT/US2015/019121, filed Mar. 16, 2015; and PCT/US2015/044489, filed Aug. 10, 2015, the subject matter of each is incorporated herein by reference in its entirety.
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| Number | Date | Country | |
|---|---|---|---|
| 20180221826 A1 | Aug 2018 | US |
| Number | Date | Country | |
|---|---|---|---|
| 62067127 | Oct 2014 | US |
| Number | Date | Country | |
|---|---|---|---|
| Parent | 15094813 | Apr 2016 | US |
| Child | 15944535 | US | |
| Parent | 14918199 | Oct 2015 | US |
| Child | 15094813 | US | |
| Parent | PCT/US2015/044489 | Aug 2015 | US |
| Child | 14918199 | US | |
| Parent | PCT/US2015/019121 | Mar 2015 | US |
| Child | PCT/US2015/044489 | US |
