Integrated unit for intake and pretreatment with local backwashing
Locally backwashing portions of filter media allows a simple and effective design of intake and pretreatment units, as well as their integration. An enclosure is used to limit portions of filter media and backwash them locally by suction, utilizing filtered water from adjacent filter media as the back wash water. Wastewater is produced at small amounts that allows efficient sludge treatment. This design enables water pretreatment at the intake unit, simplifying overall plant design and preventing damage to organisms living outside the intake unit.
1. A local backwashing apparatus for a filtering system comprising:
an enclosure having an open lower end and positioned above a surface of filter media of the filtering system, the filter media supported by a drainage layer,
a pneumatic system in fluid communication with an upper part of the enclosure and configured to determine an air pressure in an upper part,
a pipe system connecting the upper part of the enclosure with the pneumatic system and with a discharge structure, and
a control unit connected to the pneumatic system and configured to conduct local backwashing of consecutive partial volumes of the filter media by sinking the enclosure into the filter media until the enclosure is supported on the drainage layer by reducing the air pressure in the upper part of the enclosure through the pneumatic system once the open lower end of the enclosure is immersed in filter media, to enclose the partial volume of filter media within the enclosure and generating local backwashing of the partial volume of the filter media enclosed in the enclosure, during continued operation of global filtering through filter media outside the enclosure in the filtering system, by generating suction through the pneumatic system that initiates a water flow from the upper part of the enclosure through the pipe system to the discharge structure, wherein the water flow introduces into the lower end of the enclosed partial volume of filter media filtered water from the drainage layer which expands the enclosed filter media and releases sludge therefrom to the water flow that flows to the discharge structure, and raising the enclosure above the surface of the filter media to release the backwashed enclosed volume of filter media, by injecting air and increasing air pressure in the upper part of the enclosure through the pneumatic system to float the enclosure above the filter media;
wherein the enclosure comprises side walls with a roof, the free ends of the side walls forming the open lower end of the enclosure, the side walls having continuously converging portions terminating at the free ends, the continuously converging portions converging continuously towards each other such that the cross-sectional area of the enclosure along the continuously converging portions is continuously decreasing until reaching a minimum at the open lower end.
2. The local backwashing apparatus according to claim 1 , wherein the apparatus further comprises a supporting structure movably supporting the enclosure, the supporting structure configured to position the enclosure at specified spots on the surface of the filter media.
3. The local backwashing apparatus of claim 2 wherein the supporting structure is at least one of: a fixed bridge, a floating bridge, a rotating bridge and a crane.
4. The local backwashing apparatus of claim 1 , wherein a height of the enclosure is larger than a height of the water above the filter media in respect to the drainage layer.
5. The local backwashing apparatus of claim 1 wherein the free ends of the side walls are tapered.
6. The local backwashing apparatus of claim 1 , wherein the open lower end of the enclosure has a smaller cross-sectional area than the upper part of the enclosure.
7. The local backwashing apparatus of claim 6 , wherein the open lower end of the enclosure has a smaller cross-sectional area than any other point on the enclosure.
8. The local backwashing apparatus of claim 7 , wherein the enclosure has a constant cross-sectional area above the continuously converging portions of the side walls.
9. A local backwashing apparatus for a filtering system comprising:
an enclosure having an open lower end and positioned above a surface of filter media of the filtering system, the filter media supported by a drainage layer,
a pneumatic system in fluid communication with an upper part of the enclosure and configured to determine an air pressure in an upper part,
a pipe system connecting the upper part of the enclosure with the pneumatic system and with a discharge structure, and
a control unit connected to the pneumatic system and configured to conduct local backwashing of consecutive partial volumes of the filter media by sinking the enclosure into the filter media until the enclosure is supported on the drainage layer by reducing the air pressure in the upper part of the enclosure through the pneumatic system once the open lower end of the enclosure is immersed in filter media, to enclose the partial volume of filter media within the enclosure and generating local backwashing of the partial volume of the filter media enclosed in the enclosure, during continued operation of global filtering through filter media outside the enclosure in the filtering system, by generating suction through the pneumatic system that initiates a water flow from the upper part of the enclosure through the pipe system to the discharge structure, wherein the water flow introduces into the lower end of the enclosed partial volume of filter media filtered water from the drainage layer which expands the enclosed filter media and releases sludge therefrom to the water flow that flows to the discharge structure, and raising the enclosure above the surface of the filter media to release the backwashed enclosed volume of filter media, by injecting air and increasing air pressure in the upper part of the enclosure through the pneumatic system to float the enclosure above the filter media;
wherein the enclosure is provided with a water inlet for selective delivery of water from outside the enclosure to within the enclosure during sinking of the enclosure into the filter media, and
wherein the enclosure comprises side walls with a roof, the free ends of the side walls forming the open lower end of the enclosure, the side walls having continuously converging portions terminating at the free ends, the continuously converging portions converging continuously towards each other such that the cross-sectional area of the enclosure along the continuously converging portions is continuously decreasing until reaching a minimum at the open lower end.
10. The local backwashing apparatus of claim 9 wherein the water inlet is provided with a valve which allows a controlled amount of water to enter the enclosure during sinking of the enclosure into the filter media.
11. The local backwashing apparatus according to claim 9 , wherein the apparatus further comprises a supporting structure movably supporting the enclosure, the supporting structure configured to position the enclosure at specified spots on the surface of the filter media.
12. The local backwashing apparatus of claim 11 wherein the supporting structure is at least one of: a fixed bridge, a floating bridge, a rotating bridge and a crane.
13. The local backwashing apparatus of claim 9 , wherein a height of the enclosure is larger than a height of the water above the filter media in respect to the drainage layer.
14. A local backwashing apparatus for a filtering system comprising:
an enclosure having an open lower end and positioned above a surface of filter media of the filtering system, the filter media supported by a drainage layer,
a pneumatic system in fluid communication with an upper part of the enclosure and
configured to determine an air pressure in an upper part,
a pipe system connecting the upper part of the enclosure with the pneumatic system and with a discharge structure, and
a control unit connected to the pneumatic system and configured to conduct local backwashing of consecutive partial volumes of the filter media by sinking the enclosure into the filter media until the enclosure is supported on the drainage layer by reducing the air pressure in the upper part of the enclosure through the pneumatic system once the open lower end of the enclosure is immersed in filter media, to enclose the partial volume of filter media within the enclosure and generating local backwashing of the partial volume of the filter media enclosed in the enclosure, during continued operation of global filtering through filter media outside the enclosure in the filtering system, by generating suction through the pneumatic system that initiates a water flow from the upper part of the enclosure through the pipe system to the discharge structure, wherein the water flow introduces into the lower end of the enclosed partial volume of filter media filtered water from the drainage layer which expands the enclosed filter media and releases sludge therefrom to the water flow that flows to the discharge structure, and raising the enclosure above the surface of the filter media to release the backwashed enclosed volume of filter media, by injecting air and increasing air pressure in the upper part of the enclosure through the pneumatic system to float the enclosure above the filter media;
wherein the enclosure is connected to a mechanical member configured to forcibly drive the enclosure into the filter media and release said force prior to contact of the lower end of the enclosure with the drainage layer, the lower end of the enclosure being brought into contact with the drainage layer through a pressure differential between the interior and exterior of the enclosure, and
wherein the enclosure comprises side walls with a roof, the free ends of the side walls forming the open lower end of the enclosure, the side walls having continuously converging portions terminating at the free ends, the continuously converging portions converging continuously towards each other such that the cross-sectional area of the enclosure along the continuously converging portions is continuously decreasing until reaching a minimum at the open lower end.
15. The local backwashing apparatus according to claim 14 , wherein the apparatus further comprises a supporting structure movably supporting the enclosure, the supporting structure configured to position the enclosure at specified spots on the surface of the filter media.
16. The local backwashing apparatus of claim 15 wherein the supporting structure is at least one of: a fixed bridge, a floating bridge, a rotating bridge and a crane.
17. The local backwashing apparatus of claim 14 , wherein a height of the enclosure is larger than a height of the water above the filter media in respect to the drainage layer.
18. A method of backwashing a filtering system having a layer of filter media supported by a drainage layer, the method comprising sequentially backwashing partial volumes of the filter media by:
(i) sinking the enclosure into the filter media whilst simultaneously delivering water into the enclosure;
(ii) reducing the air pressure in an upper part of the enclosure once the open lower end of the enclosure is immersed in filter media, to enclose the partial volume of filter media within the enclosure;
(iii) reducing and then ceasing delivering water into the enclosure;
(iv) generating local backwashing of the partial volume of the filter media enclosed in the enclosure, during continued operation of global filtering through filter media outside the enclosure in the filtering system, by generating suction in the upper part of the enclosure that initiates a water flow from the upper part of the enclosure through the pipe system to the discharge structure, wherein the water flow introduces into the lower end of the enclosed partial volume of filter media filtered water from the drainage layer which expands the enclosed filter media and releases sludge therefrom to the water flow; and
(v) raising the enclosure above the surface of the filter media to release the backwashed enclosed volume of filter media, by injecting air and increasing air pressure in the upper part of the enclosure to float the enclosure above the filter media,
wherein the enclosure comprises side walls with a roof, the free ends of the side walls forming the open lower end of the enclosure, the side walls having continuously converging portions terminating at the free ends, the continuously converging portions converging continuously towards each other such that the cross-sectional area of the enclosure along the continuously converging portions is continuously decreasing until reaching a minimum at the open lower end.
19. A method of backwashing a filtering system having a layer of filter media supported by a drainage layer, the method comprising sequentially backwashing partial volumes of the filter media by:
(i) driving the enclosure into the filter media until the enclosure is above the drainage layer by mechanical forcing the enclosure through the media;
(ii) reducing the air pressure in an upper part of the enclosure once the open lower end of the enclosure is immersed in filter media, to enclose the partial volume of filter media within the enclosure;
(iii) allowing the enclosure to come into contact with the drainage layer by a pressure differential between an interior and exterior of the enclosure;
(iv) generating local backwashing of the partial volume of the filter media enclosed in the enclosure, during continued operation of global filtering through filter media outside the enclosure in the filtering system, by generating suction in the upper part of the enclosure that initiates a water flow from the upper part of the enclosure through the pipe system to the discharge structure, wherein the water flow introduces into the lower end of the enclosed partial volume of filter media filtered water from the drainage layer which expands the enclosed filter media and releases sludge therefrom to the water flow; and
(v) raising the enclosure above the surface of the filter media to release the backwashed enclosed volume of filter media, by injecting air and increasing air pressure in the upper part of the enclosure to float the enclosure above the filter media,
wherein the enclosure comprises side walls with a roof, the free ends of the side walls forming the open lower end of the enclosure, the side walls having continuously converging portions terminating at the free ends, the continuously converging portions converging continuously towards each other such that the cross-sectional area of the enclosure along the continuously converging portions is continuously decreasing until reaching a minimum at the open lower end.