IF WE THINK BIGWE CAN THINK SMALL AND IF WE DO BIGWE CAN DO SMALL

THE VERY FIRST STEP IS TO DIG A PIT AT A SUTABLE PLACE FAR AWAY FROM THE WATER BODY.

CONNECT THE PIT BY A WATER WAY DIRECTLY CONNECTED WITH THE WATER BODY.WATER WILL FLOW DOWN THE GRADIENT.

THE PIT WILL HAVE LENGTH ,DEPTH AND WIDTH.

THE PARTICLES USED IN THE PROJECT ARE

1) SLANTINGLY WELL ,THIS WELL IS NOT 100% VERTICAL.

THIS WELL WILL ACT AS THE HYDRAULIC HEAD FOR THE UNDERGROUND RIVER.

2) SLANTINGLY SLOPPILY DOWN MAN MADE UNDERGROUND RIVER STARTING FROM THE VERY BOTTOM OF THE WELL.

3) TAILPOND AT THE END OF THE OUTLET OF THE UNDERGROUND RIVER.

4)CASCADING MARINE HYDRO ELECTRICAL GENERATION UNITS ARRANGED IN STEP DOWN MODEL ONE BELOW THE OTHER.

THESE ARE THE MAIN 4 IMPORTANT PARTICLES TO BE ARRANGED IN CRONOLOGICAL ORDER.         FOR EXAMPLE

POWER GENERATED BY DIGGING A PIT WITH 350 METERS DEPTH AND 40 KILOMETERS IN LENGTH HAVING 20 INDEPENDENTUNITS.

RIVER HEAD 150 METERS DIAMETER. TOP OF RIVER OPEN TO SKY AND BOTTOM AND SIDES WILL HAVE FIBERGLASSPADDING TO REDUCE FRICTION LOSS.

EACH UNIT WILL HAVE 150 METERS HEAD.

 A PIT IS DUG FROM THE MAIN SEA LEVEL WITH A TOTAL DEPTH OF 350 METERS,WHICH MEANS THE PIT'S   TOP PORTION IS TO THE MSL AND BOTTOM PORTION TO -350 METERS BELOW MSL AND UNDER EARTH.

NOW FIX THE ABOVE DESCRIBED INDEPENDENT PARTICLES INTO THE -350 METERS DEEP PIT HAVING 40 KMS LENGTH.

FIRST FIX THE 120 METERS DEEP WELL (THE WELL IS 120 METERS DEEP AND HAVING 250 METERS DIAMETER) 20 METERS OCEAN + 100 METERS WELL = 120 METERS HYDRAULIC HEAD

SO OUT OF -350 METERS -120 METERS SHOULD BE REMOVED AND WE WILL HAVE -230 METERS AS THE BALANCE.

OUT OF -230 METERS BALANCE WE CONNECT  A  MAN MADE UNDERGROUND RIVER HAVING -150 METERS DIAMETER AND WE WILL HAVE 80 METERS BALANCE LEFT IN THE PIT .

OUT OF -150 METERS DIAMETER RIVER AND 40 KMS IN LENGTH WE HAVE TO CONSTRUCT A SLANTINGLY SLOPPILY DOWN RIVER.

THIS 40 KMS LONG RIVER SHOULD BE DIVIDED INTO 20 EQUAL   PARTS ORUNITS ORBLOCKS.

EACH PARTIS 2 KILOMETERS LONG AND 150 METERS DIAMETER AND ACTS LIKEA RESERVOIR OR DAM WITH FULL RUNNING WATER.

AT THE BASEOF THE 150 METERS DIA OUTLET ONE POWER GENERATION UNIT IS CONSTRUCTED FOR EACH UNIT OR BLOCK.

THE POWER HOUSE IS HAVING 20 METERS DIAMETER.

EACH UNIT OR BLOCK WILL HAVE A HEAD OF 150 METERS WATER.

WATER FROM THE 150 METERS DIAMETER IS RELEASED INTO A 20 METERS DIAMETER TURBINE OUTLET OF THE POWER HOUSE.

SO 20 UNITS WILL HAVE 20 POWER GENERATION STATIONS ARRANGED IN CASCADING MODEL ONE BELOW THE OTHER.

EACH POWER GENERATION UNIT WILL HAVE 150 METERS HEAD BECAUSE THE UNDERGROUND RIVER DIAMETER IS 150 METERS AND FULL OF RUNNING WATER WITH PRESSURE HEAD FROM INLET TO OUTLET.

THE UNDERGROUND RIVER WILL HAVE A RIVER HEAD+ VELOCITY HEAD= PRESSURE HEADTO ROTATE THE GENERATOR-TURBINE IN EACH BLOCK OR UNIT.

THERE WILL BE NOPEN STOCK TO SUPPLY WATER TO THE TURBINE.

THIS TURBINE IS A REVELVOINGGARDEN GATE MODELAND SPINS ROUND BY THE RUNNING WATER PRESSUREHEAD.

WATER FROM THE 250 METERS DIAMETER WELL WILL FLOW DOWN THE MAN MADE SLANTINGLY SLOPPILY GRADIENT AND INTO THE UNDERGROUND RIVER HAVING 150 METERS DIAMETER.

THE HYDRAULIC HEAD OF -120 METERS DEEP (20 METERS OCEAN WATER+ 100 METERS DEEP WELL) ABOVE THE UNDERGROUND RIVER WILL SUPPLY ALL THE WATER 96000 CUBIC METERS OF OCEAN WATER PER SECOND INTO THE UNDERGROUND RIVER 24 X 7 ALL 366 DAYS.

WATER WILL FLOW DOWN BY THE LAW OF GRAVITY DOWN THE MAN MADE GRADIENT FROM ONE UNIT TO ANOTHER UNIT BECAUSE OF SLANTINGLY SLOPPILY DOWN RIVER. THE OUTLET OF THE FIRST UNIT WILL FIT INSIDE THE SECOND UNIT INLET AND THIS CONTINOUS TILL THE VERY LAST UNIT i.e. P20 . LIKE WATER RUNNING DOWN THE HILL.

THE FIRST  UNIT OR BLOCK RELEASED WATER TO IMPINGE THE FIRST  TURBINE,THE TAIL RELEASE WATER OF THE FIRST TURBINE IS COLLECTED INSIDE THE 2 KILOMETERS LONG AND 150 METERS DIAMETER RESERVOIR AND THIS WILL BECOME THE HEAD TO THE FOLLOWING SECOND TURBINE IN THE  UNIT OR BLOCK  SITUATED BELOW THE FIRST TURBINE SO FOR EVERY INDIVIDUAL POWER GENERATION UNIT A HEAD IS FORMED AND WHERE THERE IS HEAD THERE IS ELECTRICITYBECAUSE OF THE SLANTINGLY DOWN GRADIENT.

RUN OF THE RIVER HYDRAULIC LAWS ARE USED TO GENERATE GREEN ELECTRICITY.

WATER IS PUMPED OUT BY 2000 INDIVIDUAL PUMP TURBINES.

EACH PUMP TURBINE WILL BE 300 MW.

EACH PUMP TURBINE WILL LIFT 50 CUBIC METERS WATER PER SECOND.

THE NET AND TOTAL PUMP HEAD IS -360 METERS AND THE PUMPED OUT WATER IS SENT INTO THE OCEAN FROM ABOVE THE MAIN SEA LEVEL.

ELECTRICITY CONSUMED BY 2000 INDIVIDUAL PUMP TURBINES WILL BE 330000000 KW EVERY ONE HOUR.

165MW OF ELECTRICITYCONSUMED BY EACH PUMP TURBINE PER HOUR.

POWER GENERATED IN P1 THE VERY FIRST INDEPENDENT UNIT OR BLOCK WILL BE

120 METERS SLANTINGLY VERTICAL HYDRAULIC HEAD + 150 METERS DIAMETER UNDERGROUND RIVER = 270 METERS HEAD FOR THE 1st TURBINE AND POWER GENERATED IN THIS ONE BLOCK OR UNIT WILL BE 155520000 KW OR UNITS EVERY HOUR FOR SALE  X 24 HOURS OF GENERATION = 3732480000 KW SALE IN 24 HOURS @ rs3.25/KW

rs 1,2,13,05,60,000 NET REVENUE EVERY DAY PROFIT X 365 DAYS = 4,42,7,65,44,00,000PER ONE YEAR PROFIT FOR 8760 HOURS OF GENERATION