Method of generating hydro electric energy in rivers and streams without dams and/or locks

Abstract

A method of generating hydro-electric energy utilizing a conduit located beneath the surface of a river or stream to feed water into a hydro-electric turbine, eliminating the need to build costly and time-consuming dams and locks.

Claims

1. A hydro-electric generation system for use in rivers which is comprised of a conduit having an inlet end and a downstream end and a hydro-electric turbine which is situated at the downstream end of the conduit through an exit attachment, wherein the conduit is positioned in the direction of water flow with the inlet end of the conduit being upstream and at a higher elevation in the river than the downstream end of the conduit, wherein the inlet and of the conduit is positioned in the river at a point where the river has a higher surface level than does the river at the downstream end of the conduit.

2. The hydro-electric generation system of claim 1 wherein a semi-circular coffer dam is situated at the inlet end of the conduit to utilize river flow rate to increase river water surface elevation at the inlet and of the conduit and thereby increase head pressure at the hydro-electric turbine.

3. The hydro-electric generation system of claim 1 wherein the conduit is made from two flat sheets of material seamed along its length on both sides.

4. The hydro-electric generation system of claim 1 wherein the conduit has multiple inlets feeding multiple hydro-electric turbines.

5. The hydro-electric generation system of claim 1 wherein the conduit is attached to a river bottom or a river shoreline of the river.

6. The hydro-electric generation system of claim 1 which is further comprised of a means for adjusting the elevation of the inlet end of the conduit to maximize turbine head pressure at various river levels.

7. The hydro-electric generation system of claim 6 wherein the elevation of the inlet end of the conduit is controlled by floatation.

8. The hydro-electric generation system of claim 6 which is further comprised of a mechanical mechanism for adjusting the elevation of the inlet end of the conduit.

9. The hydro-electric generation system of claim 1 wherein the hydro-electric turbine is positioned to be above the downstream river water surface elevation and below the elevation of the conduit inlet.

10. A method for producing electric power which comprises generating electricity with the hydro-electric generation system as specified in claim 1.

11. A method for generating hydro-electric energy which comprises creating a pressure head to power the hydro-electric turbine in the hydro-electric generation system specified in claim 1 from the natural downward flow of water in the river.

12. The method for generating hydro-electric energy of claim 11 wherein the pressure head is increased by adjusting the elevation of the inlet end of the conduit.

13. A method for generating hydro-electric energy which comprises allowing the water flow of the river to flow through the conduit of the hydro-electric generation system as specified in claim 1 to create a pressure head to power the hydro-electric turbine.

14. The hydra-electric generation system of claim 1 wherein the conduit has multiple exits feeding multiple hydro-electric turbines.

15. The method of claim 1 wherein the conduit is comprised of plastic.

16. The method of claim 1 wherein the conduit is comprised of metal.

Description

DESCRIPTION OF DRAWINGS (DRAWINGS NOT TO SCALE)

(1) FIG. 1 shows an elevation view of the conduit (1) fully submerged in a river flowing from left to right (2). The conduit inlet (3) is below the river surface (4) to allow gravity to fill the conduit. The water flows (5) through the conduit from the inlet (3) to the hydro-turbine (6) because the conduit inlet is at a higher elevation than the hydro-turbine. The elevation drop (3ED) from the conduit inlet to the hydro-turbine provides the head pressure required to drive the hydro-turbine which produces electric power. FIG. 1 also shows the conduit attached to the river bottom with straps (7) and to the hydro-turbine connection (8).

(2) FIG. 2 shows a plan view of two identical conduit/turbine systems with one system on each side (11A and 11B) of a river. Each conduit/turbine system has one conduit inlet (3) and one connection (8) to one hydro-turbine (6).

(3) A semi-circular coffer dam (9) is shown around the conduit inlet (3) in FIG. 1 and each inlet (3) in FIG. 2. The coffer dams utilize river flow (2) to increase river surface elevation (10) at the conduit inlets and thereby increase head pressure at the hydro-turbine.

(4) FIG. 3 shows a plan view of a conduit/turbine system with two conduit inlets (3) and four conduit exits each feeding one of four hydro-turbines (6).

(5) FIG. 4A and FIG. 46 show elevation views of a single conduit/turbine system wherein the elevation of the inlet end (3) of the conduit (1) is vertically adjustable using a mechanical mechanization (12) or a floatation mechanization (13) to maximize head pressure at various river levels. FIG. 4A shows the river surface at low elevations (14) and depths (D1) during dry seasons and FIG. 46 shows the river surface at higher elevations (15) and depths (D2) during wet seasons.

(6) FIG. 5 shows a cross-sectional view of a conduit made from two flat sheets of any suitable material seamed along its length on both sides (17A) parallel to water flow (5) inside the conduit. The broken parallel lines show the two flat sheets (16A) of the conduit seamed at the edges (17A) but without water inside the conduit. The solid lines show the same seamed conduit (166) and seams (17B) with water flowing inside the conduit (5) and causing the cross-sections shape to be oval or circular.