US4476396A — Low-head hydroelectric generation system

Claim 1

Independent Claim 154 words

A method of hydroelectric generation in rivers susceptible to flood conditions wherein spillway structure having an opening, a gate and anchor means is located within the river utilizing a barge having controlled ballast tanks, anchor means, and supporting a hydroelectric turbine comprising the steps of: (a) during nonflooding river conditions emptying the ballast tanks and floating the barge into a spillway into alignment with the opening thereof, (b) flooding the ballast tanks to submerge the barge within the spillway opening and engage the spillway structure and barge anchor means to anchor the barge within the opening, (c) raising the spillway gate to permit water to flow into the turbine and generate electricity, (d) removing water from the ballast tanks in the event of flood conditions to refloat the barge and disengaging the spillway structure and barge anchor means, and (e) removing the refloated barge from the spillway to permit unrestricted flow through the spillway.

Claim 2

Independent Claim 154 words

A method of hydroelectric generation in rivers susceptible to flood conditions wherein spillway structure having an opening, a gate and anchor means is located within the river utilizing a barge having controlled ballast tanks, anchor means, and supporting a hydroelectric turbine comprising the steps of: (a) during nonflooding river conditions emptying the ballast tanks and floating the barge into a spillway into alignment with the opening thereof, (b) flooding the ballast tanks to submerge the barge within the spillway opening and engage the spillway structure and barge anchor means to anchor the barge within the opening, (c) raising the spillway gate to permit water to flow into the turbine and generate electricity, (d) removing water from the ballast tanks in the event of flood conditions to refloat the barge and disengaging the spillway structure and barge anchor means, and (e) removing the refloated barge from the spillway to permit unrestricted flow through the spillway.

Claim 3

Dependent Claim 70 words

The method of hydroelectric generation of claim 1 wherein the spillway includes first anchor means transversely disposed to water flow through the spillway, and second anchor means defined upon the barge of complimentary configuration to the first anchor means comprising the step of intermating the first and second anchor means upon submerging the barge within the spillway to prevent barge displacement during generation due to water flow through the spillway.

Claim 4

Dependent Claim 145 words

In a hydroelectric generating system for rivers, in combination, a vessel, at least one ballast tank defined upon said vessel, pump and valve means mounted upon said vessel regulating the amount of water within said ballast tank to control the buoyancy characteristics of said vessel between floating and non-floating conditions, a water passage defined in said vessel having an inlet and an outlet, anchor means defined in the bed of the river in which said hydroelectric generating system is utilized, abutment means defined upon said vessel mating with said anchor means when said vessel is in its non-floating condition to prevent movement of the vessel in a downstream direction, and hydroelectric turbine means within said passage operated by the flow of water therethought whereby said vessel may be selectively floated to a location of use, submerged into an operative position and refloated for relocation purposes.

Claim 5

Dependent Claim 145 words

In a hydroelectric generating system for rivers, in combination, a vessel, at least one ballast tank defined upon said vessel, pump and valve means mounted upon said vessel regulating the amount of water within said ballast tank to control the buoyancy characteristics of said vessel between floating and non-floating conditions, a water passage defined in said vessel having an inlet and an outlet, anchor means defined in the bed of the river in which said hydroelectric generating system is utilized, abutment means defined upon said vessel mating with said anchor means when said vessel is in its non-floating condition to prevent movement of the vessel in a downstream direction, and hydroelectric turbine means within said passage operated by the flow of water therethought whereby said vessel may be selectively floated to a location of use, submerged into an operative position and refloated for relocation purposes.

Claim 6

Dependent Claim 23 words

In a hydroelectric generating system as in claim 3, a valve located within said passage intermediate said inlet and the associated turbine means.

Claim 7

Dependent Claim 61 words

In a hydroelectric generating system as in claim 3, said anchor means comprising a concrete spillway floor having vertically extending barriers having surfaces facing upstream and transversely disposed to the direction of river flow, and said abutment means includes downwardly extending projections having surfaces facing downstream and transversely disposed to the direction of river flow adapted to engage said barrier surfaces.

Claim 8

Dependent Claim 133 words

A hydroelectric generating system for rivers comprising, in combination, at least one fixed spillway within the river having a lower region adjacent the river bed, vertically disposed anchor means defined upon said spillway lower region, a vessel, at least one ballast tank defined upon said vessel, pump and valve means mounted upon said vessel regulating the amount of water within said ballast tank to control the buoyancy characteristics of said vessel between floating and non-floating conditions, a water passage defined in said vessel having an inlet and an outlet, and hydroelectric turbine means within said passage operated by the flow of water therethrough, and abutment means defined upon said vessel mating with said anchor means when said vessel is in said non-floating condition to prevent movement of the vessel in a downstream direction.

Claim 9

Dependent Claim 133 words

A hydroelectric generating system for rivers comprising, in combination, at least one fixed spillway within the river having a lower region adjacent the river bed, vertically disposed anchor means defined upon said spillway lower region, a vessel, at least one ballast tank defined upon said vessel, pump and valve means mounted upon said vessel regulating the amount of water within said ballast tank to control the buoyancy characteristics of said vessel between floating and non-floating conditions, a water passage defined in said vessel having an inlet and an outlet, and hydroelectric turbine means within said passage operated by the flow of water therethrough, and abutment means defined upon said vessel mating with said anchor means when said vessel is in said non-floating condition to prevent movement of the vessel in a downstream direction.

Claim 10

Dependent Claim 35 words

In a hydroelectric generating system as in claim 6, wherein said anchor means and abutment means each include vertically disposed surfaces adapted to engage in opposed relation upon said vessel submerging to the non-floating condition.

Claim 11

Dependent Claim 73 words

In a hydroelectric generating system as in claim 7 wherein said spillway includes spaced vertically extending side walls, lateral sides defined upon said vessel adapted to be located adjacent the spillway side walls when said vessel is in a non-floating condition wthin the spillway and said abutment means mate with said anchor means, and vertically extending seals defined on said vessel side engaging the side walls to seal said vessel within the spillway.

Annuity Stage	Window Opens	Payment Deadline	Surcharge Period Until	Estimated Fee	Status
3.5 Years (Year 4)	1987-10-09	1988-04-09	1988-10-09	$2000.00	Window Closed / Lapsed
7.5 Years (Year 8)	1991-10-09	1992-04-09	1992-10-09	$3760.00	Window Closed / Lapsed
11.5 Years (Year 12)	1995-10-09	1996-04-09	1996-10-09	$7700.00	Window Closed / Lapsed

Low-head hydroelectric generation system

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