Patent US4146346A successfully refreshed from Google Patents.
US4146346A
Expired / Lapsed
US
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Apparatus and method for controlling tide waters
Assignee: Individual
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Filing: 1977-06-22
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Granted: 1979-03-27
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Expires: 1997-06-22
Abstract
Abstract The salinity intrusion of ocean tidewater into a communicating fresh water river is prevented by laterally restricting the out-flow cross-section of the river with a series of flotation weirs and control weirs so that the surface level of the out-flow cross-section is higher than the surface level of the adjacent tidal salt water. The weirs are located so as to not obstruct the ship channel of the river.
Inventors
- 👤 Eric A. Salo
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-03 11:23
CPC Classifications
E; E02; E02B; E02B3/00; E02B3/02; E02B7/00; E02B7/20; E02B7/40; E02B7/46
Claims Analysis
Total Claims: 11
Claim 1
Independent Claim
123 words
A method of preventing the tidal intrusion of sea water into a fresh water river comprising, at a time of development of an incoming tidal flow, progressively constricting at a predetermined control station the cross-sectional flow area of the river from each shore toward the middle thereof, while preventing water flow therepast in either direction at the upper end of the flow area so constricted, until the outflow level of fresh water in the remaining unconstricted flow area of the river exceeds the opposing level of sea water at said station, maintaining such a disparity in said water levels until the time of development of an outgoing tidal flow, and thereafter progressively unconstricting said cross-sectional flow area in the direction of each shore.
Claim 2
Independent Claim
123 words
A method of preventing the tidal intrusion of sea water into a fresh water river comprising, at a time of development of an incoming tidal flow, progressively constricting at a predetermined control station the cross-sectional flow area of the river from each shore toward the middle thereof, while preventing water flow therepast in either direction at the upper end of the flow area so constricted, until the outflow level of fresh water in the remaining unconstricted flow area of the river exceeds the opposing level of sea water at said station, maintaining such a disparity in said water levels until the time of development of an outgoing tidal flow, and thereafter progressively unconstricting said cross-sectional flow area in the direction of each shore.
Claim 3
Independent Claim
113 words
A method of preventing the tidal intrusion of sea water into a fresh water river having a ship channel comprising, at times of development of normally incoming tidal flows, progressively constricting at a predetermined control station the cross-sectional flow area of the river from each shore toward said ship channel, while preventing water flow therepast in either direction at the upper end of the flow area so constricted, until the outflow level of fresh water in the remaining unconstricted flow area of the river exceeds the opposing level of sea water at said station, and maintaining such a disparity in said water levels until the time of development of an outgoing tidal flow.
Claim 4
Independent Claim
113 words
A method of preventing the tidal intrusion of sea water into a fresh water river having a ship channel comprising, at times of development of normally incoming tidal flows, progressively constricting at a predetermined control station the cross-sectional flow area of the river from each shore toward said ship channel, while preventing water flow therepast in either direction at the upper end of the flow area so constricted, until the outflow level of fresh water in the remaining unconstricted flow area of the river exceeds the opposing level of sea water at said station, and maintaining such a disparity in said water levels until the time of development of an outgoing tidal flow.
Claim 5
Dependent Claim
138 words
A water flow control system for the prevention of the tidal intrusion of sea water into a fresh water river having a generally centrally located dredged ship channel comprising continuous concrete foundational weir gate supports extending from the shores or banks of the river to approximately said channel, a plurality of spaced vertical wall members carried by said supports, said wall members extending parallel to the river, below the mean low low water level and above the mean high high water level, weirs pivotally attached at their lower ends between pairs of said wall members, said weirs being adapted to be raised to block flow between said wall members and to be lowered to unblock flow between said wall members, and means to separately and selectively raise and lower said weirs to flow blocking and flow unblocking positions.
Claim 6
Dependent Claim
138 words
A water flow control system for the prevention of the tidal intrusion of sea water into a fresh water river having a generally centrally located dredged ship channel comprising continuous concrete foundational weir gate supports extending from the shores or banks of the river to approximately said channel, a plurality of spaced vertical wall members carried by said supports, said wall members extending parallel to the river, below the mean low low water level and above the mean high high water level, weirs pivotally attached at their lower ends between pairs of said wall members, said weirs being adapted to be raised to block flow between said wall members and to be lowered to unblock flow between said wall members, and means to separately and selectively raise and lower said weirs to flow blocking and flow unblocking positions.
Claim 7
Dependent Claim
111 words
The combination of claim 3, said means including flotation members having air chambers therein attached to the upper ends of said weirs, a source of compressed air, conduits to interconnect said source and said chambers, water filling ports in said members and float valve means associated therewith, and control means for each weir to selectively interconnect said source with said chamber to empty said chamber of water, close said valve means and float said weir, to thereafter selectively disconnect said source and said chamber while maintaining the buoyancy condition of said weir, and to thereafter selectively vent said chamber to cause a lowering of the weir to a flow unblocking condition.
Claim 8
Dependent Claim
70 words
The combination of claim 4, further including at least one non-flotation weir disposed immediately adjacent said channel at each side thereof, each non-flotation weir being pivotally attached at its lower end between a pair of said wall members, and drive means for each non-flotation weir to positively control the position of the upper end thereof between levels below mean low low water level and above mean high high water level.
Claim 9
Dependent Claim
37 words
The combination of claim 5, said drive means including adjusting cables at both ends to the weir, downhaul sheaves therefor, winding drums therefor, a motor, and low pitch worm gear drive transmission interconnecting said motor and drums.
Claim 10
Independent Claim
86 words
A method of preventing the tidal intrusion of sea water into a fresh water river comprising laterally reducing at a control station the flow cross-section of the river from each side of the river to a channel in which the surface level of the fresh water outflow from the river is higher than the adjacent tidal level of sea water, and maintaining said channel open for fresh water outflow while preventing flow past said station of both river water and sea water outside of said channel.
Claim 11
Independent Claim
86 words
A method of preventing the tidal intrusion of sea water into a fresh water river comprising laterally reducing at a control station the flow cross-section of the river from each side of the river to a channel in which the surface level of the fresh water outflow from the river is higher than the adjacent tidal level of sea water, and maintaining said channel open for fresh water outflow while preventing flow past said station of both river water and sea water outside of said channel.
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USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1982-03-26 | 1982-09-25 | 1983-03-27 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1986-03-26 | 1986-09-25 | 1987-03-27 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1990-03-26 | 1990-09-25 | 1991-03-27 | $7700.00 | Window Closed / Lapsed |