HYDRAULIC ELECTRICAL GENERATION

This innovation and method is for the generation of hydro electricity is for individual requirements at individual places tailor made in any country by using all the earth and all water body on the planet by creating enough space and structures in the land , on the land, above the land ,in the water body and out of the water body can create space, structures for interconnected islands ,valleys, pits etc and so on from the water body by filling the required area on the water body floor by sand ,rock, granite, concrete ruble etc and so on to create the exact levels differences for the water to run from the top to bottom into every single individual turbine-generators and to erect the power stations etc using all the Isws existing for hydro pow«r generation the application is water from any water body cither rain water , salt water etc

By using the laws of hydraulics and fluid dynamics with the basic principles and with the application of regularly applied fundamental hydraulic engineering principles combined with generation methodology for the mathematical analysis of the movement of fluids in fluid mechanics are applied. The hydraulic engineering is based on the principles of fluid mechanics to achieve practical engineering solutions. The energy potential is proportional to the amount of water flow through a turbine- generator are interrelated to the head , flow , water drop , water velocity in the water ways in this innovation, system, method, facility etc and so on. The water ways , systems ,methods, technology, a type of hydro power facility, in combination with a hybrid and a non hybrid etc and so on which are used in the innovation as described herein will be in the earth _» on the earth, above the earth, in the water body, out of the water body etc and so on .

Also taking advantage of the level differences created naturally where the water body is at a higher level and the land is at a much lower level. Fill a part of the water body with sand and gravel create an artificial island and create pits and valley*s and levels adjusted for the hydro electrical generation and be at least a ,trench, crater, pits, under ground excavations, valleys , tnulti floor constructions in the water body , in the earth , tunnel , pipe, tube, intakes, canal, channel, ducts, spillways, weirs, reservoirs ,dams etc and so on or any other types of systems, methods, innovations, facilities, water ways and water bodies wherein water or a fluid can flow , run or be stored , and it can always be substituted by any other type or types of water bodies , systems, innovations , methods, hybrid , designs, etc and so on and no limitation as to any varieties of water ways systems, methods, designs .innovations , hybrid etc and so on available to the scientific innovative and engineering world and the design described herein along with the desired specifications and dimensions described herein in the method and in the innovation will be used for all types of water bodies, systems , methods, designs, facilities, hybrid etc and so on and with the various multiple combination of different types of innovations , systems, ,methods, designs, facilities, hybrid , technologies etc and so on must be read in the specification for the purpose of hydro power generation and for all other bi-products of water etc and so on . The dimensions and specification described in the innovation , system, method, design, facilities , hybrid etc and so on herein can be modified rectified, improved, corrected etc and so on for any system ,method, facility, civil structures, design .machinery etc and so on the entire innovation with in the range can be modified any time for generation of hydro electricity from few watts to any number of megawatts, small to big generations.

Fig (I) surface of the ocean msL Fig (2) surface of the earth . Fig (3)inlet water way below nasi. Fig (4)cavity below nasi. Fig (5)vah/es and gates. Fig (6) turbine Fig (7)main outlet reservoir. Fig(8)at a time only one turbine impinging water is let inside the outlet reservoir to drain the water out above msl. Fig (9)main outlet tank. Fig (lθ)water pump cum hydraulic system to expel water above msl into canal. Head varies generation varies and by this the entire innovation will be changed must be read in the specification jointly and severally using various methods, designs, facilities, combinations, technologies, additions .modifications .manipulations, improvements , corrections, innovations etc and so on with out any limitations and so on for the entire innovation , structure , methods and systems, facilities , hybrid etc in the innovation for the muiti purpose of hydro electrical generation and for all the bi-products of water etc and so on . When demand is high , valves in the system will permit water to run through the turbine-generators in the innovation at a rate high as 9000 cubic meter or more in a vertical drop per each and every individual single second/minute through each and every individual turbine-generators in this innovation .

The innovation , system, method etc consists enough space for each and every individual items like a number of reservoirs called individual dams, reservoirs , chambers and layers etc at various levels on all and every individual steps in the innovation having multi story layers, chambers, compartments etc one above the other and one below the other for various multiple uses in a scientific innovative way with the state of the art and technology available in the engineering world . In a preferred embodiment the invention uses the earth surface adjacent to the shore of the water body as the dam and the water body as the reservoir for water. Head varies generation varies and by this the entire structure, entire innovation , system .method, hybrid, facility etc and so on the configuration, construction dimensions ,water flow, specifications , cost , machinery etc and so on and every thing from a to z changes jointly and severally what so ever using every technology, method ,system, hybrid, facility etc and so on available for the entire system for small and big generations individually and independently .

In this invention the raw material used is water from any water body i.e. ocean water, sea water, river water etc and by the run of the water supplied through man made channels like the canal etc and so on and this canal is connected to a spillway and this spillway is connected to the main supply tunnel with multiple outlets discharging water into a series of dams, reservoirs, or structures for the water to run the hydro turbine-generators to generate hydro electricity in individual dams constructed in step wise starting from the surface of the earth and going deep down into the earth and on the earth and above the earth too by creating artificial mountains, islands etc and so on and in rows constructed horizontally or in any other design in step wise at least 12 inches to 100 meters deep is the depth for each step, width of each step will be 12 inches to lOOOmeters , at least lOOπteters to 30 kilometers or more in length in the earth slantingly horizontally down stepping down like the stair case steps model.

The earth is dug and excavated and steps are formed _* from top to bottom and bottom to the top like the staircase design mirror type .

One step starts where the other step ends deep in the earth at least the total structure from top to bottom by digging a pit in trench model valley type pit step down model in the earth only in step wise from top to bottom and bottom to top having enough space for different reservoirs , compartments, chambers and layers constructed at different heights and horizontal small dams in rows constructed on each and every individual single step .

The energy potential is proportional to the amount of the water flow, water run, water drop, water velocity etc for each and every individual single turbine — generator in a single individual dam. Each dam will release at least 6000.1iters to maximum 6000000-liters water per every individual single second/minute in vertical drop and the water is released like a jet with full pressure per every individual second to spin every single individual turbine-generator erected vertically at least from 1 KW to maximum 1000 MW capacity each and the MW can be extended or reduce further depending upon the generation capacity and the requirements at independent places.

All dams, reservoirs etc constructed on each individual steps in rows will be horizontally placed or any design suitable to the innovation , system, method, hybrid etc and will hold at least 6000. liters to maximum 1800000000 liters or more. The water from the very first dams constructed on the very first top step, and in the very top row will flow down from step to step. Each step will have number of dams, reservoirs, chambers, layers, space height etc with same dimensions and same capacity turbine-generators and the water will be flowing and running, falling in a vertical drop , rotating and circulating non stop is rotated into all other individual dams situated one below the other like water flowing and running down the hill through all the steps from top to bottom going down one below the other like a stair case .

Water passing through the final step passing through the turbine-generators for the final time the impinging water will finally fall into the final outlet reservoir this reservoir will raise from bottom to the top surface of the earth in step wise step up like going up the staircase method so that the water will rise slowly and the steps will accommodate the weight of the water.

Water in this outlet reservoir will raise from the very bottom and to the top of the surface at main sea level.

At the main sea level the water is sent into different small water compartments of 10 meters length x 10 meters width x 10 meters depth and from these compartments water, is pumped out using water pumps in combination with industrial hydraulics, water hydraulics , pneumatic power etc and so no.

With at least few millimeters head; to maximum 10000 meter head apd 1000 nil to 6000000 lakh liters water released in a vertical drop per every single individual second passing through a single individual at least 1 KW to maximum 1000 megawatts hydro turbine-generator erected vertically. The generated electricity is connected to the grid to supply.

Water is having potential energy and this potential energy is converted into kinetic energy and this kinetic energy is converted into mechanical energy by the run of the ocean and vertical drop into electrical energy .

A series of units can be erected and constructed along the entire coasts and in. the land where ever there is sea, ocean or water body and land to generate hydro electrical generation etc using this innovation for the entire world for the development of mankind. The system invented is for multiple utilities and for various multiple functions for the system to operate successfully in any part of the world and with any water and any water body available on the earth to generate hydro electricity and to produce other bi products of water from water body. To make the water enter and exit and to erect the electrical generation machineries and the civil structures in the entire system according to the requirements for a specific site independently . Head varies generation varies.

The inlet and the multiple inlets , the ontlet and the multiple outlets and the entire inter connected passage ways design and the design of the super structures and elevation and dimensions and specifications of the entire system , method, facility etc can be modified any time according to the requirements for any site and the inlet and the outlet can be exposed at least much before the water body in the ground for the water to enter into the inlet with the help of water ways i.e. canals etc and with the help of multiple inlets and to drain out the water from the system from the outlet and multiple outlets and get collected in a final outlet reservoir and lifted up step b> step design with various multiple options existing in the scientific and technical, engineering world and with the help of the competent authorities and professionals in their respective fields with suggestions to use devices like pumps , industrial hydraulic, water hydraulics, pneumatic power, capillary system, etc suitable to the requirements at the individual site and to send the water back to the ocean from above main sea level, which ever is economical and time saving In the interest and successes of the project by using various methods, designs, combinations, technologies, additions .modifications .manipulations etc and so on for the. entire structure , methods and systems, hybrid, facility etc in the given- specifications from the inlet and multiple inlets and to the outlet and multiple outlets including every super structure, civil .machinery etc in the innovation depending upon the terrain ,ground conditions, soil condition .viability aspect using various methods which are always open with freedom and without restrictions like pumps, hydraulic laws for the water to enter and to exit.

The entire innovation I.e. the system, method, hybrid etc and so on . will be custom designed and built and insured as per individual requirements of national and international standards and will be tested in the laboratory before the erection and with the approvals of the various competent authorities of various departments as a team .

Anti-corrosive technology will be used to protect the structures and the machinery and where ever required and various safety measures to protect the marine life and for the entire innovation , system, method etc and so on including the workers will be implanted and implemented . Discharge from canal will be far away from the ocean and electricity spent on the pumps either coming from the system, method, siphon , hybrid will be directly or indirectly or can be drawn from the grid for lifting this water from the bottom to the surface of the earth and above main sea level .