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US4415462A Expired / Lapsed US ⏱️ 0.0 years remaining

Self-cleaning screen

Assignee: Individual
•
Filing: 1982-08-12
•
Granted: 1983-11-15
•
Expires: 2002-08-12
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Abstract

Abstract A self-cleaning screen and method for screening water for hydraulic turbine intake diversions is disclosed. A check dam is established across a river on the downstream side of a side channel weir which is at a lower elevation than the dam. A fish transport trough is laterally spaced from the weir at a lower elevation and has an inlet upstream of the weir and an outlet downstream of the dam. A screen having a concave profile is connected between the weir and the trough to remove debris from water flowing over the weir. Water flowing through the screen enters a separate channel under the screen for diversion to a hydraulic turbine inlet water application. Intermittent surges of water over the weir flush debris off the edge of the screen into the trough to clean the screen.

Inventors

  • 👤 Harvey E. Finch
  • 👤 James J. Strong

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-08 19:12
CPC Classifications
E; E02; E02B; E02B5/00; E02B5/08; E02B8/00; E02B8/08; E02B8/085; Y; Y02; Y02A; Y02A40/00; Y02A40/60

Claims Analysis

Total Claims: 15
Claim 1
Independent Claim 139 words
An apparatus for screening intake water for hydraulic turbine diversions from a river or the like, the apparatus comprising: a check dam across the river for maintaining a first water level in the river; a side channel weir on one bank of the river upstream of the check dam, the elevation of the weir being sufficiently lower than the check dam for diverting water to flow over the weir; a first water channel having an inlet upstream of the weir and an outlet downstream of the check dam, the first water channel being spaced laterally from the weir at a lower elevation than the weir; a stationary screen connected between the weir and the first water channel; and a second water channel under the screen for supplying water passing through the screen to an intake of a hydraulic turbine.
Claim 2
Independent Claim 139 words
An apparatus for screening intake water for hydraulic turbine diversions from a river or the like, the apparatus comprising: a check dam across the river for maintaining a first water level in the river; a side channel weir on one bank of the river upstream of the check dam, the elevation of the weir being sufficiently lower than the check dam for diverting water to flow over the weir; a first water channel having an inlet upstream of the weir and an outlet downstream of the check dam, the first water channel being spaced laterally from the weir at a lower elevation than the weir; a stationary screen connected between the weir and the first water channel; and a second water channel under the screen for supplying water passing through the screen to an intake of a hydraulic turbine.
Claim 3
Dependent Claim 13 words
An apparatus according to claim 1 wherein the screen has a concave contour.
Claim 4
Dependent Claim 25 words
An apparatus according to claim 2 wherein the screen comprises profile wire elements each having an upper face tangential to the contour of the screen.
Claim 5
Dependent Claim 20 words
An apparatus according to claim 2 wherein the weir has a crest which forms a smooth transition with the screen.
Claim 6
Dependent Claim 28 words
The apparatus according to claim 4 wherein the transition between the weir and the screen occurs at an angle of about 0° to about 30° from the vertical.
Claim 7
Dependent Claim 24 words
An apparatus according to claim 2 wherein the contour of the screen is an arc of between about 30° to about 80° angular extent.
Claim 8
Dependent Claim 20 words
An apparatus according to claim 1 wherein the inlet and the outlet of the first water channel comprise fish ladders.
Claim 9
Dependent Claim 27 words
An apparatus according to claim 7 further comprising means for adjusting the elevation of the inlet to control the flow of water in the first water channel.
Claim 10
Dependent Claim 29 words
An apparatus according to claim 1 further comprising valve means in the check dam for adjusting the elevation of the first water level relative to the side channel weir.
Claim 11
Independent Claim 119 words
A method for screening debris from water from a river or the like for hydraulic turbine applications, the method comprising: establishing a dam across the river; causing water to flow over a weir on one bank of the river on the upstream side of the dam; providing a path for water to flow from upstream of the weir to downstream of the dam, the path being laterally spaced at a lower elevation from the weir; and screening the water flow over the weir to remove debris from the water flow, the screened water falling through a screen to a channel coupled to the hydraulic turbine application, any remaining water flowing over the screen flushing the debris into the path.
Claim 12
Independent Claim 119 words
A method for screening debris from water from a river or the like for hydraulic turbine applications, the method comprising: establishing a dam across the river; causing water to flow over a weir on one bank of the river on the upstream side of the dam; providing a path for water to flow from upstream of the weir to downstream of the dam, the path being laterally spaced at a lower elevation from the weir; and screening the water flow over the weir to remove debris from the water flow, the screened water falling through a screen to a channel coupled to the hydraulic turbine application, any remaining water flowing over the screen flushing the debris into the path.
Claim 13
Dependent Claim 21 words
A method according to claim 10 wherein the water is caused to flow over the weir to contact the screen tangentially.
Claim 14
Dependent Claim 29 words
A method according to claim 10 wherein rate of water flow over the weir is from between about 0.25 cfs to about 4.0 cfs per foot of weir length.
Claim 15
Dependent Claim 15 words
A method according to claim 10 further comprising providing a fish ladder in the path.

References Cited (Backward Citations)

FR1361317A Cited
US4260286A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1986-11-14 1987-05-16 1987-11-15 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1990-11-14 1991-05-16 1991-11-15 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1994-11-14 1995-05-16 1995-11-15 $7700.00 Window Closed / Lapsed

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