Water intake systems use various types of screens and barriers, and several systems have been developed to clean debris from the screens. For example, mechanical systems that use moving brushes have been used to clear screens of debris. In addition, removable forms of screens have been used in many locations to overcome cleaning issues.
In other implementations, screen cleaning systems can use bursts of air directed from a manifold to clean the screen of debris. For example, Johnson Screen's Hydroburst System is one system used for cleaning cylindrical intake screens.
As shown in
The cylindrical screen intake 30 shown in
Cleaning a screen with an airburst can be more difficult when the screen is flat. Such flat screens can be used for a number of applications, including water intake systems and fish diversion in dam and river systems to protect fish from hydroelectric turbines and pumps. Typically, the flat screens for these applications have a low-suction velocity to protect fish and other aquatic life. Yet, debris may still be able to collect on the screens.
One solution by Montgomery Watson Engineering for clearing debris from a flat screen is shown in
Internally, the module 50 contains flat fish screens 52, flow control slats 64, airburst cleaning pipes 62, floatation tanks 67, and a supply pipe connection 55. The flat screens 52, slats 64, and airburst pipes 62 situate at the top of the module 50, while the floatation tanks 67 situate at the bottom. The cleaning air pipe 60 of
During use, water flows downward through the flat screens 52 and past the slats 64 into the module's collection chamber where the water can then travel to the supply pipe 56. The airburst pipes 62 are horizontally arranged PVC pipes located between the flat screens 52 and slats 64. These pipes 62 have small holes and distribute an airburst for cleaning the flat screens 52 when a burst of air is supplied. The slats 64 and pipes 62 have been used with horizontal modules 50 as shown in
Another solution from Johnson Screens for clearing debris from a flat screen is shown in
To provide the airflow, a conduit 73 couples from the backwash system 20 to each distributor pipe 72 enclosed in the troughs 74. Each distributor pipe 72 has a plurality of orifices (not shown) to direct a burst of air outwards toward the screen 52. When the backwash system 20 produces an airburst, for example, the air is directed from the pipes 72 and troughs 74 to the opposing screen 52 to clear debris. Water flow through the screen 52 and between the troughs 74 is shown by arrows.
Although the manifold 70 of
A screen intake system has a body with an open end and a chamber. A flat screen is disposed in the open end of the body. To keep the screen clear of debris, an airburst system has pipes disposed in the chamber. The pipes dispose parallel to one another adjacent the flat screen, and each of the pipes has orifices in a side facing the flat screen. Directors dispose along the backs of the pipes, and each of the directors has a channel in which the pipe disposes. Compressed air is released by valves from a tank, and the airburst is dispersed from the pipe's orifices. Each of the directors directs the resulting water/airburst from the orifices toward the adjacent flat screen to clear it of debris.
The foregoing summary is not intended to summarize each potential embodiment or every aspect of the present disclosure.
As noted previously, water intakes, diversion panels, and other applications may have flat screens.
As shown in
To clear the debris periodically, an airburst distribution system 100 of the present disclosure disposes parallel to the screen 80. This system 100 couples to components of an hydroburst system, such as described previously with reference to
One advantage of the airburst distribution system 100 is its modular nature and ability to fit a particular implementation. The system 100 can be constructed separately from the components of the enclosure 85 and the flat screen 80. The pre-assembled system 100 can then be conveniently incorporated into the enclosure 85 adjacent the screen 80 to meet the debris cleaning needs of the installation.
The airburst distribution system 100 is depicted in
Turning now to particular details shown in
Extending parallel to one another off the manifold 110, the distribution pipes 120 convey air from the manifold 110 so the air can be dispersed out of orifices 122 in the pipes 120. These distribution pipes 120 run parallel to the surface of the flat screen (80). The number of pipes 120, their diameters (or flow areas), the number of orifices 122, and other considerations depend on the particular implementation.
An arrangement of directors 130 directs the force of the release and burst of air from the pipes 120 toward the surface of the flat screen (80). In turn, the airburst forces debris away and scours the screen's surface. The directors 130 run longitudinally behind each of these distribution pipes 120, essentially separating or isolating the parallel pipes 120 from one another. The directors 130 may run the entire length of the pipes 120 or more than one director 130 can be set end to end along the length of a given pipe 120 to complete its entire distance.
To support the directors 130, the system 100 affixes the various directors 130 together in a lattice. Fasteners 145, which can be U-bolts or the like, affix the directors 130 to the distribution pipes 120 at various points along the lengths of the pipes 120. Additionally, the braces 140/142, which are laterally arranged fasteners, affix to the fronts and backs of the directors 130 and interconnect them to one another in the lattice. As shown, these braces 140/142 can be thin metal bars affixed by bolts or other fasteners to the directors 130.
Finally, to support the manifold 110, pipes 120, and directors 130, a number of support brackets 150 affix to the backs of the directors 130. These brackets 150 include legs 152 that attach across the backs of the parallel directors 130. Ends of the legs 152 have feet 154/156 to affix the brackets 150 to any other component, such as an enclosure, pipe, concrete wall, other bracket, or the like, as shown in
As best shown in the isolated front view of
The (two lower) pipes 120a have their proximal ends 121a connected to the mandrel's larger diameter portion 111 and have a larger diameter (or flow area) compared to the (two upper) other pipes 120b, which have their proximal ends 121b connected to the mandrel's smaller diameter portion 113. For example, the (two lower) pipes 120a may have an initial diameter at their proximal ends 121a of about 2-in., while the (two upper) pipes 120b may have an initial diameter at their proximal ends 121b of about 1.5-in.
The pipes 120 also include reducers 126 at about three-fourths of the length of the pipes 120 in which the diameter (or flow area) of the pipes 120 decreases toward the pipes' distal ends. For example, the (two lower) pipes 120a may reduce from the 2-in. diameter at their proximal ends 121a to about 1.5-in. diameter at their distal ends 123a. The (two upper) pipes 120b may reduce from the 1.5-in. diameter at their proximal ends 121b to about 1.25-in. diameter at their distal ends 123b. Moreover, the distal ends 123a-b are shorter in length than the proximal ends 121a-b, further reducing flow area. The reducers 116/126 and different diameter pipes 120a-b are intended to control the airflow exiting the orifices 112/122 down the length of the manifold 110 and pipes 120 and maintain suitable pressure for the airburst.
As best shown in
Preferably, gaps are present between edges of the directors 130, permitting water flow between the directors 130. Furthermore, each of the longitudinal directors 130 defines a longitudinal channel 131 behind the pipes 120. As shown in
The overall length of the director 130 depends on the implementation. For example, the longer sectioned directors 130 can be about 71-in. long, while the shorter section directors 130′ can be about 37.75-in. long. In general, the width of the directors 130 can be about 11-inches, while the depth can be about 2.88-inchs. Compared to the larger pipes 120, which can have a diameter of about 1.5 to about 2-in., the depth of the director's channels 131 is at least less than or equal to about twice the pipe's diameter. Actual dimensions depend on the implementation and the size of distribution pipes 120, among other factors. Additionally, the shape and/or angle of the deflectors 130 can be altered. For example, rounded surfaces may also be employed in a similar fashion to the angled flat surfaces shown. Moreover, the cross-sectional shape of the deflector 130 need not be symmetrical as shown in
Because the disclosed airburst distribution system 100 must deliver an airburst to a flat screen disposed parallel thereto, the system 100 preferably delivers the airburst effectively to the adjacent screen. Effective delivery is at least partially achieved by the directors 130 of the disclosed system 100. In particular,
When the airburst is initiated, the air leaves the forward facing orifices 122 in the distribution pipe 120 as shown in
However, the director 130 with its backwall 132 and inward opposing sidewalls 134 tends to focus or collect the airburst in a forward direction of the distribution pipe 120 as shown in
The foregoing description of preferred and other embodiments is not intended to limit or restrict the scope or applicability of the inventive concepts conceived of by the Applicants. Although referred to as providing an airburst, the disclosed system 100 can expel a burst of any suitable fluid (e.g., water, air, etc.) from the orifices 112/122 in the manifold 110 and pipes 120 to clear debris from an adjacent screen. Although the system 100 is described for use with a flat screen, the screen need not be strictly flat and may actually be curved either longitudinally, laterally, or both. In exchange for disclosing the inventive concepts contained herein, the Applicants desire all patent rights afforded by the appended claims. Therefore, it is intended that the appended claims include all modifications and alterations to the full extent that they come within the scope of the following claims or the equivalents thereof.
Number | Name | Date | Kind |
---|---|---|---|
3881209 | Reinitz et al. | May 1975 | A |
4420004 | Jensen | Dec 1983 | A |
5372153 | Dobson | Dec 1994 | A |
5398363 | Medearis et al. | Mar 1995 | A |
6174382 | Cord et al. | Jan 2001 | B1 |
6584991 | Ries | Jul 2003 | B1 |
6712959 | Ekholm et al. | Mar 2004 | B2 |
7867395 | Ekholm et al. | Jan 2011 | B2 |
7950527 | Osborne et al. | May 2011 | B2 |
20070017549 | Ekholm et al. | Jan 2007 | A1 |
Entry |
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“Johnson Intake Screens: Higher Capacity and Superior Fish Protection,” Johnson Screens, A Weatherford Company, obtained from www.johnsonscreens.com/intake, (c) 2000, JS-IT-BR-0500-5314, 8 pages. |
“Johnson Screens High Capacity Intake Screens,” Johnson Screens, A Weatherford Company, obtained from www.johnsonscreens.com, (c) 2010, 6331.01, 4 pages. |
“Evaluation Plan: USBR Flat Plate Screen at Coleman National Fish Hatchery Intake No. 3, (Contract No. 14-48-001-96044),” Mar. 1999, Prepared for US Fish and Wildlife Service, prepared by: Jones & Stokes Associates and Montgomery Watson, 44 pages. |
Number | Date | Country | |
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20130061421 A1 | Mar 2013 | US |