WO1999049145A1 - Raked bar screen - Google Patents

Raked bar screen Download PDF

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Publication number
WO1999049145A1
WO1999049145A1 PCT/GB1999/000847 GB9900847W WO9949145A1 WO 1999049145 A1 WO1999049145 A1 WO 1999049145A1 GB 9900847 W GB9900847 W GB 9900847W WO 9949145 A1 WO9949145 A1 WO 9949145A1
Authority
WO
WIPO (PCT)
Prior art keywords
grid
bars
bar screen
overflow
conduit
Prior art date
Application number
PCT/GB1999/000847
Other languages
French (fr)
Inventor
Paul Corcoran
Original Assignee
Tj Brent Limited
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tj Brent Limited filed Critical Tj Brent Limited
Priority to AU29470/99A priority Critical patent/AU2947099A/en
Publication of WO1999049145A1 publication Critical patent/WO1999049145A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/12—Emergency outlets
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D29/00—Filters with filtering elements stationary during filtration, e.g. pressure or suction filters, not covered by groups B01D24/00 - B01D27/00; Filtering elements therefor
    • B01D29/01—Filters with filtering elements stationary during filtration, e.g. pressure or suction filters, not covered by groups B01D24/00 - B01D27/00; Filtering elements therefor with flat filtering elements
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D29/00—Filters with filtering elements stationary during filtration, e.g. pressure or suction filters, not covered by groups B01D24/00 - B01D27/00; Filtering elements therefor
    • B01D29/44—Edge filtering elements, i.e. using contiguous impervious surfaces
    • B01D29/445—Bar screens
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D29/00—Filters with filtering elements stationary during filtration, e.g. pressure or suction filters, not covered by groups B01D24/00 - B01D27/00; Filtering elements therefor
    • B01D29/60—Filters with filtering elements stationary during filtration, e.g. pressure or suction filters, not covered by groups B01D24/00 - B01D27/00; Filtering elements therefor integrally combined with devices for controlling the filtration
    • B01D29/605—Filters with filtering elements stationary during filtration, e.g. pressure or suction filters, not covered by groups B01D24/00 - B01D27/00; Filtering elements therefor integrally combined with devices for controlling the filtration by level measuring
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D29/00—Filters with filtering elements stationary during filtration, e.g. pressure or suction filters, not covered by groups B01D24/00 - B01D27/00; Filtering elements therefor
    • B01D29/62—Regenerating the filter material in the filter
    • B01D29/64—Regenerating the filter material in the filter by scrapers, brushes, nozzles, or the like, acting on the cake side of the filtering element
    • B01D29/6469—Regenerating the filter material in the filter by scrapers, brushes, nozzles, or the like, acting on the cake side of the filtering element scrapers
    • B01D29/6484—Regenerating the filter material in the filter by scrapers, brushes, nozzles, or the like, acting on the cake side of the filtering element scrapers with a translatory movement with respect to the filtering element
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D2201/00—Details relating to filtering apparatus
    • B01D2201/28—Position of the filtering element
    • B01D2201/282—Filtering elements with a horizontal rotation or symmetry axis
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D2201/00—Details relating to filtering apparatus
    • B01D2201/28—Position of the filtering element
    • B01D2201/287—Filtering elements with a vertical or inclined rotation or symmetry axis
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/12—Emergency outlets
    • E03F5/125—Emergency outlets providing screening of overflowing water

Definitions

  • This invention relates to a raked bar screen for a storm overflow.
  • Typical sewage systems are designed to accommodate not only normal flows of waste water but also flows of storm water resulting from heavy rainfall, flooding and the like.
  • a storm water overflow is positioned alongside a sewage pipe, the arrangement being known as a combined sewer overflow or CSO.
  • CSO combined sewer overflow
  • the level of water in the pipe rises and flows up through a horizontal bar screen and out over a weir for discharge into a receiving watercourse.
  • the bar screen is arranged vertically.
  • the purpose of the bar screen is to filter out floating solid matter from the waste water and retain it in the sewage pipe, so that the receiving watercourse does not become polluted.
  • comb-like devices have been designed to continuously sweep the longitudinal spaces between individual bars of the bar screen during storm conditions.
  • DE-A-4 215 002 discloses a raked bar screen for a storm overflow.
  • the screen comprises a grid of parallel spaced-apart bars attached at their ends to a framework.
  • a comb assembly is provided with teeth which engage in the spaces between the grid bars.
  • the comb assembly is pivoted about a central point above the grid and is caused to swing to and fro by a drive unit.
  • the comb teeth accordingly sweep longitudinally back and forth between the grid bars. While this system satisfactorily keeps the central part of the grid free from solid blockage, it tends to sweep solid matter to each longitudinal end of the grid. As this solid matter builds up at each end, the amplitude of swing of the comb assembly is reduced. Not only is the effectiveness of filtration of the screen reduced, but mechanical stresses build up in the linkage with the drive unit, and can lead to breakdown.
  • GB-A-2 310 382 discloses a sewage screen having at least one pocket extending downstream of at least some portions of the screen, in relation to an intended direction of flow, to accommodate inorganic debris. Portions of the screen may slant upwardly at the ends. However, the screen is arranged in an upwardly extending overflow shaft, so solid material tends to accumulate in the pockets rather than being swept along in the flow of the sewage conduit.
  • the present invention provides a solution to the foregoing problems.
  • a raked bar screen for a combined sewer conduit and storm water overflow conduit comprising a grid of parallel spaced-apart bars attached at their ends to a framework; a comb assembly having teeth adapted to engage in the spaces between the grid bars, the comb assembly being longitudinally reciprocable, whereby the comb teeth can sweep longitudinally back and forth between the grid bars from end to end; the grid bars being straight with open-ended spaces therebetween and defining a first surface of the grid on the sewer side and a second surface of the grid on the overflow side, whereby in use sweeping of the comb teeth along and beyond the open ends of the spaces between the grid bars will drive out entrapped solid matter; the framework including solid cap portions joined to the respective ends of the bars and extending transversely thereto, and each having a flat surface which abuts and is colinear with the said second surface of the grid; and the comb teeth each having leading and trailing edges, a flat proximal edge and a distal edge, the flat
  • the grid may be arranged horizontally or vertically or at an intermediate angle, e.g. an angle with the vertical of 45° or less.
  • the distal edges of the comb teeth preferably protrude through the first surface of the grid, i.e. towards the sewer.
  • the solid cap portion which supports the ends of the grid bars preferably incorporates a knife edge adjoining the second surface of the grid so as to scrape adhered solid matter off the flat proximal edge of the comb teeth at their extremity of travel.
  • the raked bar screen preferably comprises two or more banks of grid bars in tandem, each being separated from the next by a solid cap portion, and each being longitudinally swept from end to end by a respective comb assembly.
  • the invention also provides a combined sewer overflow installation, comprising a sewage conduit, and a storm overflow conduit adjacent to at least part of the sewage conduit, wherein part of the sewage conduit is in communication with part of the storm overflow conduit via an overflow weir, and wherein a raked bar screen as defined above is arranged on the overflow weir or above the part of the sewage conduit which is in communication with the storm overflow conduit.
  • Figure 1 is a plan view of a raked bar screen according to a preferred embodiment of the invention, the grid bars not being individually shown for clarity;
  • Figure 2 is a side view in the form of a section on the line B-B of Figure 1 ;
  • Figure 3 is an end view in the form of a section on the line A-A of Figure 1 , in which the screen is shown installed vertically on a weir wall, and the grid bars and comb teeth are not individually shown;
  • Figure 4 is a detailed side view of part of the apparatus at full travel of the comb assembly
  • Figure 5 is a plan view of a combined sewer overflow installation showing the screen installed horizontally;
  • Figure 6 is a transverse section on the line A-A of Figure 5;
  • Figure 7 is a plan view of a combined sewer overflow installation showing the screen installed vertically.
  • Figure 8 is a transverse section on the line A-A of Figure 7.
  • the drawings show a double raked bar screen in which two grids formed by sets of grid bars are arranged end-to-end. This forms a single module, which can be joined with other modules if needed.
  • the invention is, however, equally applicable to single grid bar systems and multiple grid bar systems.
  • two grids are each formed by an assembly of parallel spaced- apart grid bars 1 attached at their ends to a framework.
  • the grid is arranged above a sewage conduit (as shown in Figures 5 to 8) so that, in storm conditions, as the water level rises the overflow of water is filtered by the grid.
  • the framework comprises longitudinal lateral supports 2 and end supports 3.
  • the grid bars 1 define a first surface 11 of the grid on the sewer side and a second surface 12 of the grid on the overflow side.
  • a comb assembly comprises two transverse support bars 4, on one side of the grids, and each supporting a line of attached comb teeth 5 of plastics material.
  • the teeth 5 are mounted on the transverse support bar 4 in a spacing which corresponds to the spacing of the grid bars 1, and the teeth 5 engage respectively in the longitudinal spaces between successive grid bars 1.
  • the teeth each have a flat proximal edge 15 which is colinear with the overflow side surface 12 of the grid, and a distal edge which protrudes slightly through the sewer side surface 11 of the grid.
  • the transverse support bars 4 are linked by two longitudinal support bars 6.
  • the transverse support bars 4 terminate in bearing blocks 4 A which slide along and are supported by longitudinal guide bars 10.
  • the two transverse support bars 4 cooperate respectively with the two sets of grid bars 1 , so that the two sets of comb teeth 5 sweep the longitudinal spaces in the two arrays of grid bars 1, respectively. This is achieved by longitudinal reciprocation of the comb assembly.
  • One of the transverse support bars 4 is joined by a linkage 7 to a hydraulic cylinder 8, mounted on a longitudinal support bar 9, mounted between the respective end members 3 of the supporting framework.
  • the hydraulic cylinder 8 is driven in reciprocating fashion on the support bar 9 by a supply of hydraulic fluid (not shown).
  • the cylinder 8 in turn drives the comb assembly.
  • the system is switched on and off in response to water level sensors.
  • the grid bars 1 are straight and have open-ended spaces (not shown) therebetween.
  • the grid bars define a first surface 11 of the grid on the sewer side and a second surface 12 of the grid on the overflow side.
  • the leading edge 13 of each comb tooth passes completely through and beyond the open end of the respective space between the grid bars. This ensures that solid matter entrapped between the grid bars is completely swept out by the comb teeth.
  • each set of grid bars is joined to a transversely extending solid cap 14, which terminates in a knife edge 14A ( Figure 4) adjacent the second surface 12 of the grid, with the tip of the knife edge directed towards the central portion.
  • the knife edge 14A is arranged to overlap with part of a flat proximal surface 15 of the comb teeth 5.
  • the flat proximal surface 15 of the comb teeth contacts and slides at least partly along a flat surface 14B of the solid cap 14, which abuts and is colinear with the second surface 12 of the grid.
  • the grid bars are at the same level as or only slightly above the top of the weir ( Figures 6 and 8), solid material swept from between the bars by the comb teeth is immediately carried along by the flow of water in the sewage pipe.
  • Figures 5 and 6 show a sewage pipe 20 and storm overflow pipe 21 in a region where they communicate with each other.
  • a weir 22 is arranged between them.
  • Overflow water is constrained to pass through a horizontally arranged raked bar screen (as described above).
  • the raked bar screen is positioned over the sewer at the level of the weir 22.
  • the grid bars are at the same level as the top of the weir 22.
  • FIGs 7 and 8 conespond to Figures 5 and 6, except that the screen is ananged vertically on top of the weir.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sewage (AREA)

Abstract

A raked bar screen for a storm overflow comprises a grid of parallel spaced-apart bars (1) attached at their ends to a framework (2, 3, 14). A comb assembly (4, 5, 6) has teeth (5) which engage in the spaces between the grid bars (1). The comb assembly is longitudinally reciprocable, whereby the comb teeth can sweep longitudinally back and forth between the grid bars. The spaces between the grid bars are open at their ends. In use, sweeping of the comb teeth between the grid bars and through the open ends of the spaces therebetween drives out entrapped solid matter.

Description

RAKED BAR SCREEN
This invention relates to a raked bar screen for a storm overflow.
Typical sewage systems are designed to accommodate not only normal flows of waste water but also flows of storm water resulting from heavy rainfall, flooding and the like. In a typical system, a storm water overflow is positioned alongside a sewage pipe, the arrangement being known as a combined sewer overflow or CSO. In storm conditions, the level of water in the pipe rises and flows up through a horizontal bar screen and out over a weir for discharge into a receiving watercourse. In some installations, the bar screen is arranged vertically. The purpose of the bar screen is to filter out floating solid matter from the waste water and retain it in the sewage pipe, so that the receiving watercourse does not become polluted. To prevent blockage of the bar screen, comb-like devices have been designed to continuously sweep the longitudinal spaces between individual bars of the bar screen during storm conditions.
DE-A-4 215 002 discloses a raked bar screen for a storm overflow. The screen comprises a grid of parallel spaced-apart bars attached at their ends to a framework. A comb assembly is provided with teeth which engage in the spaces between the grid bars. The comb assembly is pivoted about a central point above the grid and is caused to swing to and fro by a drive unit. The comb teeth accordingly sweep longitudinally back and forth between the grid bars. While this system satisfactorily keeps the central part of the grid free from solid blockage, it tends to sweep solid matter to each longitudinal end of the grid. As this solid matter builds up at each end, the amplitude of swing of the comb assembly is reduced. Not only is the effectiveness of filtration of the screen reduced, but mechanical stresses build up in the linkage with the drive unit, and can lead to breakdown.
GB-A-2 310 382 discloses a sewage screen having at least one pocket extending downstream of at least some portions of the screen, in relation to an intended direction of flow, to accommodate inorganic debris. Portions of the screen may slant upwardly at the ends. However, the screen is arranged in an upwardly extending overflow shaft, so solid material tends to accumulate in the pockets rather than being swept along in the flow of the sewage conduit.
The present invention provides a solution to the foregoing problems.
According to the invention, there is provided a raked bar screen for a combined sewer conduit and storm water overflow conduit, comprising a grid of parallel spaced-apart bars attached at their ends to a framework; a comb assembly having teeth adapted to engage in the spaces between the grid bars, the comb assembly being longitudinally reciprocable, whereby the comb teeth can sweep longitudinally back and forth between the grid bars from end to end; the grid bars being straight with open-ended spaces therebetween and defining a first surface of the grid on the sewer side and a second surface of the grid on the overflow side, whereby in use sweeping of the comb teeth along and beyond the open ends of the spaces between the grid bars will drive out entrapped solid matter; the framework including solid cap portions joined to the respective ends of the bars and extending transversely thereto, and each having a flat surface which abuts and is colinear with the said second surface of the grid; and the comb teeth each having leading and trailing edges, a flat proximal edge and a distal edge, the flat proximal edge being substantially colinear with the said second surface of the grid, and the distal edge being close to the said first surface of the grid, the comb teeth being positioned such that, at their extremity of travel, the leading edges protrude through the open ends of the spaces between the bars, and the flat proximal edges contact and slide at least partly along the flat surface of a solid cap portion.
The grid may be arranged horizontally or vertically or at an intermediate angle, e.g. an angle with the vertical of 45° or less. The distal edges of the comb teeth preferably protrude through the first surface of the grid, i.e. towards the sewer.
The solid cap portion which supports the ends of the grid bars preferably incorporates a knife edge adjoining the second surface of the grid so as to scrape adhered solid matter off the flat proximal edge of the comb teeth at their extremity of travel.
The raked bar screen preferably comprises two or more banks of grid bars in tandem, each being separated from the next by a solid cap portion, and each being longitudinally swept from end to end by a respective comb assembly.
The invention also provides a combined sewer overflow installation, comprising a sewage conduit, and a storm overflow conduit adjacent to at least part of the sewage conduit, wherein part of the sewage conduit is in communication with part of the storm overflow conduit via an overflow weir, and wherein a raked bar screen as defined above is arranged on the overflow weir or above the part of the sewage conduit which is in communication with the storm overflow conduit.
Reference is now made to the accompanying drawings, in which:
Figure 1 is a plan view of a raked bar screen according to a preferred embodiment of the invention, the grid bars not being individually shown for clarity;
Figure 2 is a side view in the form of a section on the line B-B of Figure 1 ;
Figure 3 is an end view in the form of a section on the line A-A of Figure 1 , in which the screen is shown installed vertically on a weir wall, and the grid bars and comb teeth are not individually shown;
Figure 4 is a detailed side view of part of the apparatus at full travel of the comb assembly;
Figure 5 is a plan view of a combined sewer overflow installation showing the screen installed horizontally;
Figure 6 is a transverse section on the line A-A of Figure 5;
Figure 7 is a plan view of a combined sewer overflow installation showing the screen installed vertically; and
Figure 8 is a transverse section on the line A-A of Figure 7.
The drawings show a double raked bar screen in which two grids formed by sets of grid bars are arranged end-to-end. This forms a single module, which can be joined with other modules if needed. The invention is, however, equally applicable to single grid bar systems and multiple grid bar systems. As shown in the drawings, two grids are each formed by an assembly of parallel spaced- apart grid bars 1 attached at their ends to a framework. The grid is arranged above a sewage conduit (as shown in Figures 5 to 8) so that, in storm conditions, as the water level rises the overflow of water is filtered by the grid. The framework comprises longitudinal lateral supports 2 and end supports 3. The grid bars 1 define a first surface 11 of the grid on the sewer side and a second surface 12 of the grid on the overflow side. A comb assembly comprises two transverse support bars 4, on one side of the grids, and each supporting a line of attached comb teeth 5 of plastics material. The teeth 5 are mounted on the transverse support bar 4 in a spacing which corresponds to the spacing of the grid bars 1, and the teeth 5 engage respectively in the longitudinal spaces between successive grid bars 1. The teeth each have a flat proximal edge 15 which is colinear with the overflow side surface 12 of the grid, and a distal edge which protrudes slightly through the sewer side surface 11 of the grid. The transverse support bars 4 are linked by two longitudinal support bars 6. The transverse support bars 4 terminate in bearing blocks 4 A which slide along and are supported by longitudinal guide bars 10. The two transverse support bars 4 cooperate respectively with the two sets of grid bars 1 , so that the two sets of comb teeth 5 sweep the longitudinal spaces in the two arrays of grid bars 1, respectively. This is achieved by longitudinal reciprocation of the comb assembly. One of the transverse support bars 4 is joined by a linkage 7 to a hydraulic cylinder 8, mounted on a longitudinal support bar 9, mounted between the respective end members 3 of the supporting framework. The hydraulic cylinder 8 is driven in reciprocating fashion on the support bar 9 by a supply of hydraulic fluid (not shown). The cylinder 8 in turn drives the comb assembly. The system is switched on and off in response to water level sensors.
As shown in Figure 2, the grid bars 1 are straight and have open-ended spaces (not shown) therebetween. The grid bars define a first surface 11 of the grid on the sewer side and a second surface 12 of the grid on the overflow side. At the extremity of travel of the comb teeth, shown in Figure 4, the leading edge 13 of each comb tooth passes completely through and beyond the open end of the respective space between the grid bars. This ensures that solid matter entrapped between the grid bars is completely swept out by the comb teeth.
The longitudinal end of each set of grid bars is joined to a transversely extending solid cap 14, which terminates in a knife edge 14A (Figure 4) adjacent the second surface 12 of the grid, with the tip of the knife edge directed towards the central portion. The knife edge 14A is arranged to overlap with part of a flat proximal surface 15 of the comb teeth 5. As a result, any solid matter which accumulates on the flat proximal surface 15 is scraped off by the knife edge 14 at full travel of the comb teeth. The flat proximal surface 15 of the comb teeth contacts and slides at least partly along a flat surface 14B of the solid cap 14, which abuts and is colinear with the second surface 12 of the grid. As the grid bars are at the same level as or only slightly above the top of the weir (Figures 6 and 8), solid material swept from between the bars by the comb teeth is immediately carried along by the flow of water in the sewage pipe.
Figures 5 and 6 show a sewage pipe 20 and storm overflow pipe 21 in a region where they communicate with each other. A weir 22 is arranged between them. Overflow water is constrained to pass through a horizontally arranged raked bar screen (as described above). The raked bar screen is positioned over the sewer at the level of the weir 22. The grid bars are at the same level as the top of the weir 22.
Figures 7 and 8 conespond to Figures 5 and 6, except that the screen is ananged vertically on top of the weir.

Claims

1. A raked bar screen for a combined sewer conduit and storm water overflow conduit, comprising a grid of parallel spaced-apart bars attached at their ends to a framework; a comb assembly having teeth adapted to engage in the spaces between the grid bars, the comb assembly being longitudinally reciprocable, whereby the comb teeth can sweep longitudinally back and forth between the grid bars from end to end; the grid bars being straight with open- ended spaces therebetween and defining a first surface of the grid on the sewer side and a second surface of the grid on the overflow side, whereby in use sweeping of the comb teeth along and beyond the open ends of the spaces between the grid bars will drive out entrapped solid matter; the framework including solid cap portions joined to the respective ends of the bars and extending transversely thereto, and each having a flat surface which abuts and is colinear with the said second surface of the grid; and the comb teeth each having leading and trailing edges, a flat proximal edge and a distal edge, the flat proximal edge being substantially colinear with the said second surface of the grid, and the distal edge being close to the said first surface of the grid, the comb teeth being positioned such that, at their extremity of travel, the leading edges protrude through the open ends of the spaces between the bars, and the flat proximal edges contact and slide at least partly along the flat surface of a solid cap portion. 10
2. A raked bar screen according to Claim 1, in which the grid is ananged to form an angle with the vertical of 45┬░ or less.
3. A raked bar screen according to Claim 2, in which the grid is arranged substantially vertically.
4. A raked bar screen according to any of Claims 1 to 3, in which the distal edges of the comb teeth protrude through the said first surface of the grid.
5. A raked bar screen according to any of Claims 1 to 4, in which each solid cap portion incorporates a knife edge adjoining the said second surface of the grid so as to scrape adhered solid matter off the flat proximal edge of the comb teeth at their extremity of travel.
6. A raked bar screen according to any of Claims 1 to 5, comprising two or more banks of grid bars in tandem, each being separated from the next by a solid cap portion, and each being longitudinally swept from end to end by a respective comb assembly.
7. A combined sewer overflow installation, comprising a sewage conduit, and a storm overflow conduit adjacent to at least part of the sewage conduit, wherein part of the sewage conduit is in communication with part of the storm overflow conduit via an overflow weir, and wherein a raked bar screen 11
according to any of Claims 1 to 6 is ananged on the overflow weir or above the part of the sewage conduit which is in communication with the storm overflow conduit.
PCT/GB1999/000847 1998-03-20 1999-03-18 Raked bar screen WO1999049145A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU29470/99A AU2947099A (en) 1998-03-20 1999-03-18 Raked bar screen

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB9806071.8 1998-03-20
GBGB9806071.8A GB9806071D0 (en) 1998-03-20 1998-03-20 Raked bar screen

Publications (1)

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WO1999049145A1 true WO1999049145A1 (en) 1999-09-30

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AU (1) AU2947099A (en)
GB (1) GB9806071D0 (en)
WO (1) WO1999049145A1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001030481A1 (en) * 1999-10-22 2001-05-03 Jones & Attwood Limited Screening apparatus for use in a sewerage system and method of screening an excess flow in a sewerage system
GB2403438A (en) * 2003-03-06 2005-01-05 Three Star Enviromental Ltd Screening apparatus
EP2116650A2 (en) 2008-05-05 2009-11-11 Jörg-Michael Dipl.-Ing. Steinhardt Screening device with a device for removing the items being screened
CN110215750A (en) * 2019-06-13 2019-09-10 杭州绿一环保技术有限公司 A kind of sewage rubbish processing equipment

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4215002A1 (en) 1991-06-03 1992-12-10 Werner Nill Grid and combing arrangement for rain water collection chamber - has comb swung to=and=fro through grid by motor to clear grid of obstructions
WO1994007585A1 (en) * 1992-09-25 1994-04-14 Romag Röhren und Maschinen AG Sewage water installation with an incorporated screening unit
WO1995019471A1 (en) * 1994-01-13 1995-07-20 Va Teknik I Borås Ab Method and apparatus for sewage treatment
DE19515924A1 (en) * 1995-05-02 1995-10-05 Umwelttechnik & Anlagenbau Gmb Filter unit to retain solids in waste water flow appts.
GB2310382A (en) 1996-02-23 1997-08-27 Apoc Limited A sewage screen

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4215002A1 (en) 1991-06-03 1992-12-10 Werner Nill Grid and combing arrangement for rain water collection chamber - has comb swung to=and=fro through grid by motor to clear grid of obstructions
WO1994007585A1 (en) * 1992-09-25 1994-04-14 Romag Röhren und Maschinen AG Sewage water installation with an incorporated screening unit
WO1995019471A1 (en) * 1994-01-13 1995-07-20 Va Teknik I Borås Ab Method and apparatus for sewage treatment
DE19515924A1 (en) * 1995-05-02 1995-10-05 Umwelttechnik & Anlagenbau Gmb Filter unit to retain solids in waste water flow appts.
GB2310382A (en) 1996-02-23 1997-08-27 Apoc Limited A sewage screen

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001030481A1 (en) * 1999-10-22 2001-05-03 Jones & Attwood Limited Screening apparatus for use in a sewerage system and method of screening an excess flow in a sewerage system
GB2403438A (en) * 2003-03-06 2005-01-05 Three Star Enviromental Ltd Screening apparatus
GB2403438B (en) * 2003-03-06 2005-07-27 Three Star Enviromental Ltd Screening apparatus
US7364652B2 (en) 2003-03-06 2008-04-29 Three Star Environmental Ltd. Screening apparatus
EP2116650A2 (en) 2008-05-05 2009-11-11 Jörg-Michael Dipl.-Ing. Steinhardt Screening device with a device for removing the items being screened
EP2116649A2 (en) 2008-05-05 2009-11-11 Jörg-Michael Dipl.-Ing. Steinhardt Screening device with a device to remove the items being screened
EP2116651A2 (en) 2008-05-05 2009-11-11 Jörg-Michael Dipl.-Ing. Steinhardt Screening device with a device for removing the items being screened
EP2116651A3 (en) * 2008-05-05 2011-07-06 Jörg-Michael Dipl.-Ing. Steinhardt Screening device with a device for removing the items being screened
EP2116650A3 (en) * 2008-05-05 2011-07-06 Jörg-Michael Dipl.-Ing. Steinhardt Screening device with a device for removing the items being screened
US8021544B2 (en) 2008-05-05 2011-09-20 Steinhardt Joerg-Michael Wastewater screening device
US8029665B2 (en) 2008-05-05 2011-10-04 Steinhardt Joerg-Michael Wastewater screening device
US8029666B2 (en) 2008-05-05 2011-10-04 Steinhardt Joerg-Michael Wastewater screening device
CN110215750A (en) * 2019-06-13 2019-09-10 杭州绿一环保技术有限公司 A kind of sewage rubbish processing equipment

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GB9806071D0 (en) 1998-05-20

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