Monday, March 21, 2011

marine green energy

with my generation methodology 3000000000 KWH is generated in 24 hours then why use fossil fuels.

DEAR Madam / sir, KINDLY UNDERSTAND THE CONCEPT OF OCEAN POWER GENERATION.
This is one of its kind in the entire world and i am doing a research on green power generation in man made underground river. This river is dug from the bottom of the ocean bed the water above the ocean bed acts as the head.
The water velocity , the water volume and the water drag will be the same for life time and the ocean is the natural dam we don't have to construct a dam.
As the water travels down the underground river by the law of gravity from the p1 the very first power generation unit to the very last power generation unit i.e. p20 power is generated in all individual power generation units because of the river head and the river velocity head because of gravity with sufficient gradient available in the man made underground river . p1 will be the up stream and water running down to p2 with the gradient and gravity will be the down stream.
In this method the power generation will not depend on the annual rain fall .
EVERY THING IS MAN MADE 1) GRADIENT 2) THE ANGLE OF WATER FLOW 3) ARRANGEMENT OF TURBINES ONE BELOW THE OTHER ETC ALL IS MAN MADE.

Always p1 generated electricity will be for sale and p2 to p20 i.e 19 individual power generation units electricity will be used for pump-turbine consumption.

THE METHOD OF GREEN ENERGY GENERATION.

KINDLY DIG A 100 METERS UNDERGROUND WELL ( THE DIGGING STARTS FROM BELOW THE 20 METERS DEEP OCEAN BED) THE TOTAL DEPTH OF THE WELL WILL BE 120 METERS DEEP AND THIS WILL ACT AS THE VERTICAL HEAD.
NOW DIG A MAN MADE UNDERGROUND RIVER FROM THE VERY BOTTOM OF THE WELL.
THE MAN MADE UNDERGROUND RIVER WILL BE 100 METERS WIDE AND 20 METERS DEEP.
THE TOTAL LENGTH OF THE MAN MADE UNDERGROUND RIVER WILL BE 40 KILOMETERS SLANTINGLY SLOPPILY DOWN ENDING AT 350 METERS BELOW THE MAIN SEA LEVEL AND UNDER THE EARTH.
ON THIS UNDERGROUND RIVER CONSTRUCT POWER GENERATION STATIONS AT EVERY 1.5 KMS DISTANCE.
THERE WILL BE 20 INDIVIDUAL POWER GENERATION STATIONS P1 TO P20 .
P1 WILL BE AT 130 METERS BELOW THE MSL AND IN P1 THE TOTAL ELECTRICITY GENERATED WILL BE
P= 10 X 96000 CUBIC METERS PER SECOND X 130 METERS HEAD X .95 EFFICIENCY = 118000000 KWH GREEN ELECTRICITY GENERATED EVERY ONE HOUR.
P 2 TO P 20 THE 19 INDIVIDUAL POWER GENERATION UNITS WILL GENERATE P2= 10 X 96000 CUBIC METERS PER SECOND X 20 METERS HEAD X .95 EFFICIENCY = 18000000 KWH ELECTRICITY IS GENERATED PER ONE HOUR AND IF WE MULTIPLY P2 GENERATED ELECTRICITY WITH 19 INDIVIDUAL UNITS THEN POWER GENERATED WILL BE 342000000 KWH EVERY ONE HOUR .

TO PUMP 96000 CUBIC METERS FROM 350 METERS TO ABOVE MSL 330000000 KWH IS THE HYDRAULIC POWER OF ELECTRICITY IS USED BY 24000 MW PUMP TURBINES (500 MW PUMP TURBINES EACH)

ONE SECOND INFLOWS FROM THE UNDERGROUND RIVER AND ONE SECOND PUMP OUTFLOWS WILL ALWAYS BE THE SAME

THANKING YOU
WITH REGARDS
C.S.BHASKAR
09395541155
mybusinessislove@gmail.com

18 comments:

  1. DEAR SIR,
    I AM HAPPY TO RECEIVE YOUR MAIL.THANKS FOR THE REPLY. AS I SAID IN MY "RUN OF THE OCEAN CONCEPT" WATER RUNS DOWN THE MAN MADE UNDERGROUND RIVER, THIS IS THE MAIN DIFFRENCE FROM PUMP STORAGE TECHNOLOGY.
    IN PUMP STORAGE TECHNOLOGY WATER FROM THE UPPER RESERVOIR WILL RUN DOWN A PENSTOCK AND IMPENGES THE TURBINE AND WATER FLOWS OUT OF TAIL RELEASE AND SETTLES DOWN INTO A LOWER RESERVOIR.ONCE AGAIN THE LOWER RESERVOIR WATER WILL HAVE POTENTIAL ENERGY IN THIS RESERVOIR THE WATER WILL STAND STILL AND THE LOWER RESERVOIR WATER CANNOT TRAVEL DOWN FURTHER SO THE WATER HAS TO BE PUMPED UP TO THE UPPER RESERVOIR.
    IN PUMP STORAGE WATER WHEN RELEASED WILL RUN DOWN VERICALLY A STRAIGHT FALL FROM TOP TO BOTTOM,THE PENSTOCK CURVES AND THE WATER RUNNING INSIDE THE TURBINE AND WATER COMING OUT OF THE TURBINE TAIL RELEASE WILL HAVE LOT OF FRICTION LOSS.WHEN WATER COMES OUT OF THE TURBINE TAIL RELEASE THE WATER HEAD PRESSURE IS LOST AND WATER FLOWS INTO THE LOWER RESERVOIR.A BIG RESERVOIR IS FORMED HAVING ONLY POTENTIAL ENERGY,FROM HERE THERE IS NO FURTHER DOWN FLOW,WATER WILL NOT RUN AND THERE IS NO SECOND POWER HOUSE CONSTRUCTED FURTHER DOWN THE SECOND RESERVOIR OR LOWER RESERVOIR.WATER HAS TO BE PUMPED UP THIS IS THE NORMAL PROCEDURE SEEN COMMONLY IN PUMP STORAGE TECHNOLOGY.

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  2. NOW ANSWER TO YOUR GOOD QUESTION.

    DEAR SIR,

    WE ARE PLACING PARTICALLS INSIDE THE RUN OF THE OCEAN CONCEPT LIKE 1)WELL(ACTING AS A HYDRAULIC HEAD FOR THE UNDERGROUND RIVER,HAVING 10 ATMOSPHERIC PRESSURE AT THE VERY INLET OF THE MAN MADE UNDERGROUND RIVER).
    2)A MAN MADE UNDERGROUND RIVER(HAVING LENGTH,WIDH AND DEPTH)WATER RUNS DOWN FROM OCEAN AND INTO THE WELL AND FROM THE WELL WATER RUNS DOWN INTO THE UNDERGROUND MAN MADE RIVER.WATER RUNS DOWN BY THE LAW OF GRAVITY.
    3)POWER HOUSES ARRANGED IN CASCADING ARRANGEMENT LIKE THE TRAIN COMPARTMENTS.ONE AFTER ANOTHER ON THE SLANTINGLY SLOPPILY RIVER.
    4)TAIL POND AT THE END OF THE LAST POWER HOUSE CONSTRUCTED ON THE SLANTINGLY SLOPPILY RIVER.
    5)A 400 METERS DEEP PIT AND 40 KILOMETERS LONG.THE PIT SHOULD START FROM THE OCEAN AND GO 40 KMS AWAY FROM THE OCEAN TOWARDS THE LAND WHERE PEOPLE LIVE.SO THE RIVER RUNS TOWARDS THE CITY.WHEN WATER RUNS DOWN INTO THE UNDERGROUND RIVER,WATER IS STOPPED NEAR P1 POWER HOUSE AND P1 POWER HOUSE IS 2 KMS AWAY FROM THE WELL AND FAR AWAY FROM THE OCEAN.WATER RUNS DOWN BELOW THE MAIN SEA LEVEL BY THE MAN MADE GRADIENT IN THE UNDERGROUND RIVER.P1 IS TO THE CITY SIDE.AS SOON AS THE P1 POWER HOUSE GATES ARE OPENED WATER FLOW DOWN AND IMPENGES THE P1 GENERATOR-TURBINE.THE RELEASED WATER FROM THE OCEAN IMPINGES THE VERY FIRST TURBINE FOR THE VERY FIRST TIME AND ELECTRICITY IS GENERATED IN P1.AS THE P1 TURBINE KEEPS ON GETTING IMPINGED AND THE WATER KEEPS RUNNING DOWN INTO THE P1 TURBINE THE P1 TURBINE TAIL RELEASE WILL FLOW DOWN THE MAN MADE UNDERGROUND RIVER HAVING A MAN MADE GRADIENT BY THE HELP OF THE GRAVIY.KINDLY UNDERSTAND AS THE UNDERGROUND RIVER RUNS DOWN SLANTINGLY SLOPPILY DOWN THE OCEAN WILL BE ON A HIGHER LEVEL (MSL).THE P2 POWER HOUSE WILL BE ONCE AGAIN 1.5 KMS AWAY FROM P1 POWER HOUSE WATER RELEASED FROM P1 TAIL RELEASE WILL FLOW DOWN BY GRAVITY AND WILL GET STORED ONCE AGAIN,1.5 KMS LONG STORAGE AND ONCE AGAIN RELEASED INTO THE P2 TURBINE.ELECTRICIY IS GENERATED IN P2 TURBINE(2nd power house).
    KINDLY NOTE ALL POWER HOUSES ARE ARRANGED ONE BELOW THE OTHER AND IN CASCADING ARRANGEMENT AND WATER FLOWS FROM ONE POWER HOUSE TO THE OTHER IN CASCADING METHOD.THE VERY FIRST TIME WATER FLOWS DOWN WATER FLOWS FROM P1 TO P2 , P2 TO P3 ETC TO P 19 TO P20.PLEASE NOTE IN THE VERY FIRST TIME WATER RUNS DOWN AND IMPINGES TURBINE AFTER TURBINE,WATER IS RUNNING DOWN FROM THE OCEAN AND THE RUNNING WATER WILL NEVER RAISE ABOVE THE DIMENTIONS GIVEN IN THE CONCEPT AND WILL NEVER TOUCH THE MAIN SEA LEVEL.WATER KEEPS ON RUNNING DOWN AND DOWN TILL THE WATER REACHES DOWN 400 METERS BELOW THE MAIN SEA LEVEL.SO WHEN THE LAST TURBINE P20 GETS IMPENGED ALL GATES WILL BE OPENED AND WE CAN SEE A RUNNING RIVER.THIS UNDERGROUND RIVER IS HAVING OPENINGS NEAR THE INLETS SO THAT AIR WILL ALSO FLOW DOWN THE RIVER AND WATER WILL HAVE A SMOOTH FLOW.AS WATER FALLS DOWN INTO THE TAIL POND WATER IS PUMPED OUT BY 415 MW PUMP TURBINE.WATER FROM MINUS 350 METERS BELOW THE MSL IS PUMPED UP ABOVE THE MAIN SEA LEVEL.THE PUMPED OUT WATER IS SENT BACK INTO THE OCEAN OR WATER BODY.

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  3. DEAR SIR,

    NOW KINDLY CALCULATE POWER GENERATED IN 20 INDEPENDENT POWER HOUSES BECAUSE 20 INDEPENDEN POWER HOUSES WILL HAVE INDIVIDUAL WATER PRESSURE HEADS.WHERE THERE IS HEAD THERE IS ELECTRICIY.
    NOW POWER GENERATED IN P1 POWER HOUSE.
    DEAR SIR, THANKS FOR THE INFORMATION , I ALSO KNOW SOME VERY IMPORTANT THINGS IN HYDRAULICS FOR POWER GENERATION AND I AM GIVING YOU THIS

    CALCULATIONS KINDLY GO THROUGH ONCE.


    ALWAYS I AM SAYING THAT P1 TALI RELEASE IS STORED INSIDE THE SECOND P2 RESERVOIR AND THE SYSTEM MOVES ON TILL P20. HEAD IS CREATED FOR EACH TURBINE.




    P1 CALCULATIONS:

    Calculation Of Hydro Power
    Work out how much hydro power can be taken from flowing water. The two vital factors to consider are the flow and the head of the stream or river. The flow is the volume of water which can be captured and re-directed to turn the turbine generator, and the head is the distance the water will fall on its way to the generator. The larger the flow - i.e. the more water there is, and the higher the head - i.e. the higher the distance the water falls - the more energy is available for conversion to electricity. Double the flow and double the power, double the head and double the power again.

    A low head site has a head of below 10 metres. In this case you need to have a good volume of water flow if you are to generate much electricity. A high head site has a head of above 20 metres. In this case you can get away with not having a large flow of water, because gravity will give what you have an energy boost.

    The key equation to remember is the following:

    Power = Head x Flow x Gravity

    where power is measured in Watts, head in metres, flow in litres per second, and acceleration due to gravity in metres per second per second.
    The acceleration due to gravity is approximately 9.81 metres per second per second - i.e. each second an object is falling, its speed increases by 9.81 metres per second (until it hits its terminal velocity).

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  4. DEAR SIR,


    PUMP CALCULATIONS




    Hydraulic Pump Power

    The ideal hydraulic power to drive a pump depends on the mass flow rate, the liquid density and the differential height

    pump power si imperial units

    - either it is the static lift from one height to an other, or the friction head loss component of the system - can be calculated as

    Ph = q ρ g h / (3.6 106) (1)

    where

    Ph = power (kW)

    q = flow capacity (m3/h)

    ρ = density of fluid (kg/m3)

    g = gravity (9.81 m/s2)

    h = differential head (m)

    Shaft Pump Power

    The shaft power - the power required transferred from the motor to the shaft of the pump - depends on the efficiency of the pump and can be calculated as

    Ps = Ph / η (2)

    where

    Ps = shaft power (kW)

    η = pump efficiency

    345600000 q - flow capacity (m3/h) (96000m3/sec X 3600 SECONDS PER HOUR)

    ρ - density of fluid (kg/m3)

    g - gravity (m/s2)

    450 METERS h - differential head (m)

    η - pump efficiency 60%

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  5. DEAR SIR,

    P 2 TO P 20 THE 19 INDIVIDUAL POWER GENERATION UNITS WILL GENERATE P2= 10 X 96000 CUBIC METERS PER SECOND X 20 METERS HEAD X .95 EFFICIENCY = 18000000 KWH ELECTRICITY IS GENERATED PER ONE HOUR AND IF WE MULTIPLY P2 GENERATED ELECTRICITY WITH 19 INDIVIDUAL UNITS THEN POWER GENERATED WILL BE 342000000 KWH EVERY ONE HOUR .

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  6. DEAR SIR

    THE CONCEPT WILL USE P2 TO P19 POWER GENERATION FOR PUMP CONSUMPTION.
    THIS CONCEPT IS USING 3 TECHNOLOGIES TO COMPLETE THE CYCLE OF POWER GENERATION.
    1)DAM TECHNOLOGY(OCEAN ACTING AS A NATURAL DAM)
    2)RUN OF THE RIVER HYDRAULICS.
    3)PUMP STORAGE.

    IN THIS TECHNOLOGY WATER RUNS DOWN FROM MSL TO MINUS 400 METERS IN STEP DOWN METHOD.THERE IS A MAN MADE RIVER AND ON THIS RIVER POWER HOUSES ARE CONSTRUCTED ONE AFTER ANOTHER.LIKE TRAIN COMPARTMENTS.
    WATER IMPENGES TURBINE AFTER TURBINE.POWER IS GENERATED IN EVERY POWER HOUSE.SELL SOME POWER AND USE SOME POWER FOR PUMPING.
    WHEN WATER IS PUMPED ABOVE MSL THE PUMPED OUT WATER IS RUNNING DOWN TOWARDS THE OCEAN AND POWER IS GENERATED FROM THE RUNNING WATER.WATER HAS TO TRAVELL AT LEAST 40 KMS FROM ABOVE MSL TO MSL.

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  7. DEAR SIR,

    SUBJECT: RUN OF THE OCEAN

    RUN OF THE RIVER CONCEPT IS TURNED INTO RUN OF THE OCEAN

    I HAVE DESIGNED THIS CONCEPT CALLED "RUN OF THE OCEAN"

    AND I HAVE DESIGNED CASCADING MARINE HYDRO POWER

    GENERATION USING THE HYDRAULIC LAWS TO GENERATE GREEN

    ELECTRICITY AND THE APPLICATION IS OCEAN WATER IN MAN

    MADE UNDERGROUND RIVER.

    OCEANS WILL NEVER RUN AND I AM THE ONLY PERSON IN THE

    WORLD TO DESIGN A CONCEPT IN WHICH OCEANS RUN BELOW THE

    MSL.

    ReplyDelete
  8. METHOD:

    FIRST SELECT A GOOD PLACE FOR DIGGING A UNDERGROUND RIVER

    NEAR THE OCEAN SIDE OR THE WATER BODY


    PLACE A 250 DIAMETER CIRCLE PIPE UNDER A 20 METERS DEEP

    OCEAN


    DIG A 100-METER DEEP AND 250 DIAMETER WELL SLANTINGLY


    SLOPPILY DOWN FROM THE BOTTOM OF 20 METERS DEEP OCEAN

    BED



    THE WELL IS 250 METERS WIDE AND 100 METERS DEEP



    "THE WELL IS NOT 100% VERTICAL" BUT SLIGHTLY SLANTING


    THE WELL WILL COME OUT OF THE BEACH SIDE AND THE DIGGING


    SHOULD BE TOWARDS THE CITY OR THE VILLAGE WHERE PEOPLE

    LIVE.


    THIS WELLS BOTTOM WILL TOUCH –100 (MINUS 100) METERS

    BELOW THE MAIN SEA LEVEL AND UNDER THE EARTH

    AT THE WELLS BOTTOM 10 ATMOSPHERIC PRESSURE IS


    ESTABLISHED NATURALLY BECAUSE THE WELLS INLET IS IN THE


    20 METERS DEEP OCEAN AND THE WATER RUNS DOWN FROM THE

    MAIN SEA LEVEL TO MINIS 100 METERS BELOW THE MAIN SEA

    LEVEL ( 20 METERS DEEP OCEAN WATER + 100 METERS WELL)


    THE WELL IS COMING OUT OF THE BEACH AREA AND THE WELLS

    OUTLET IS ESTABLISHED AT MINUS 100 METERS IN SOLID GROUND


    FROM THE WELLS BOTTOM SIDE A MAN MADE UNDERGROUND

    RIVER IS DUG SLANTINGLY DOWN TO REACH MINUS 450 METERS

    UNDER THE EARTH


    THE TOTAL LENGTH OF THE MAN MADE RIVER IS 40 KILOMETERS


    LONG, 150 METERS WIDE AND 150 METERS DEEP


    THE 250 DIAMETER WELL HAVING 100 METERS DEPTH WILL ACT AS A


    HYDRAULIC HEAD FOR THE UNDERGROUND MAN MADE RIVER


    AT THE RIVER INLET 10 ATMOSPHERIC PRESSURE IS ESTABLISHED

    NATURALLY


    ON THIS SLANTINGLY SLOPPILY DOWN MAN MADE UNDERGROUND

    RIVER 20 INDEPENDENT POWER GENERATION STATIONS ARE

    CONSTRUCTED

    THERE IS A GAP OF 2 KILOMETERS IN BETWEEN TWO INDEPENDENT

    POWER GENERATION STATIONS


    WHEN WATER IS RELEASED FROM THE BOTTOM OF THE WELL AND

    ENTER THE UNDERGROUND RIVER INLET THE RELEASED WATER

    WILL RUN 2 KILOMETERS LONG AND OCCUPY 150 METERS WIDTH

    AND 150 METERS DEPTH


    THIS 2 KILOMETERS LONG MAN MADE UNDERGROUND RIVER IS

    CONVERTED AS A MAN MADE RESERVOIR CALLED THE P1.

    THIS RESERVOIR DIAMENTIONS WILL BE INLET 150 DIAMETERS AND

    OUTLET 40 DIAMETERS AND WILL LOOK LIKE A MISSILE.

    THERE WILL BE 20 INDIPENDENT RESERVOIRS ON THE 40

    KILOMETERS LONG SLANTINGLY SLOPPILY RIVER

    ALL 20 INDEPENDENT RESERVOIRS WILL BE i.e.

    PI RESERVOIR: 150 DIAMETERS INLET AND 40 DIAMETERS OUTLET
    P2 RESERVOIR: 150 DIAMEERS INLET AND 40 DIAMETERS OUTLET
    P3 RESERVOIR: 150 DIAMETERS INLET AND 40 DIAMETERS OUTLET
    P4 RESERVOIR: 150 DIAMEERS INLET AND 40 DIAMETERS OUTLET
    P19 RESERVOIR: 150 DIAMETERS INLET AND 40 DIAMETERS OUTLET
    P20 RESERVOIR: 150 DIAMEERS INLET AND 40 DIAMETERS OUTLET

    THE CONCEPT DESIGN IS INLET 150 DIAMETERS AND OUTLET 40

    DIAMETERS. POWER GENERATION IS DONE IN THE PATH OF

    FLOWING WATER COMING OUT OF THE 40 DIAMETER OUTLETS

    WATER WHEN RELEASED FROM 40 DIAMETER OUTLET THE

    RELEASED WATER WILL HAVE A WATER PRESSURE HEAD TO

    IMPINGE EACH TURBINE INDEPENDENTLY.

    KINDLY UNDERSTAND EACH INDEPENDENT RESERVOIR DIMENTIONS

    AND UNDERSTAND THE VELOCITY OF THE RELEASED WATER FROM

    EACH RESERVOIR OUTLET BECAUSE WATER IS RUNNING DOWN AND

    DOWN TO REACH MINUS 450 METERS BELOW THE MAIN SEA LEVEL


    KINDLY NOTE THE OCEAN OR THE WATER BODY WILL BE 450

    METERS ABOVE THE TAIL POND

    WATER IS CONTINOUSLY RUNNING DOWN FROM THE MAIN SEA

    LEVEL TO MINUS 450 METERS THE WATER HAS TO RUN 40

    KILOMEERS AND THE RUNNING WATER IS PASSING

    THROUGH 20 INDEPENDENT POWER HOUSES BEFORE THE WATER IS

    FALL INTO THE TAIL POND SIUATED AT --- 450 METERS BELOW MSL

    WATER WILL NEVER GO ABOVE DESCRIBED DIMENTIONS OF THE

    UNDERGROUND RIVER AND WILL NEVER TOUCH THE MAIN SEA

    LEVEL

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  9. DEAR SIR

    WATER IS PUMPED OUT 24 X 7 ALL 365 DAYS AND EVERY SECOND 96000 CUBIC METERS OF WATER IS PUMPED OUT FOR A TOTAL PUMP HEAD OF 450 METERS.

    415 MEGAWATS PUMP TURBINES HAVING TWO RUNNERS ARE USED TO PUMP WATER TO 450 METERS.
    ALL THIS PUMPS ARE AVIALABLE AND ARE IN USE.

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  10. KINDLY UNDERSAND TO THE MAIN SEA LEVEL THE RIVER INLET IS ARRANGED AND AT -- 450 METERS THE RIVER OUTLET IS ARRANGED SO WATER HAS TO RUN DOWN 40 KILOMETERS SLANTINGLY SLOPPILY DOWN.
    IN THIS PROCESS 20 INDEPENDENT TURBINES ARE GENERATING GREEN ELECTRICITY. FOR EVERY 2 KMS ONE TURBINE ROTATES GENERATING POWER

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  11. DEAR SIR THERE IS ONLY ONE INLET AND ONE OUTLET TO THE MAN MADE UNDERGROUND RIVER, SO WATER HAS TO RUN DOWN FROM INLET TO OUTLET.
    A HEAD IS CREATED IN BETWEEN EACH 2 KILOMETERS GAP FOUND IN BETWEEN TWO INDEPENDENT POWER GENERATION UNITS.
    WATER FLOWS OUT FROM P1 TURBINE TAIL RELEASE AND GETS COLLECTED INSIDE P2 RESERVOIR (INLET 150 DIAMETERS AND OUTLET 40 DIAMETERS)A HEAD IS FORMED BECAUSE WATER IS FLOWING DOWN SLANTINGLY

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  12. DEAR SIR

    WATER FROM 20 MEERS DEEP OCEAN WILL TRAVEL DOWN

    THE WELL AND THE WELLS WATER TRAVELS DOWN THE

    RIVER INLET AND THE RIVER WATER(ENTIRE RIVER

    LENGTH 40 KMS)WILL NEVER RISE TO THE WELLS BOTTOM.

    WATER IS ALWAYS RUNNING DOWN AND DOWN THE MAN

    MADE GRADIENT AND KINETIC ENERGY IS GENERATED

    FROM THE RUNNING WATER AND MY TURBINE IS A SIMPLE

    GARDEN GATE REVOLVING MODEL TURBINE.

    THIS TURBINE WILL HAVE 6 BLADES AND EACH BLADE IS

    HAVING A SHAPE OF THE DOOR AND THIS DOOR LIKE

    BLADE IS ROTATED BY THE WATER PRESSURE HEAD.

    WATER WHEN COLLECTED INSIDE A 150 DIAMETER INLET

    AND 40 DIAMETER OUTLET(INBETWEEN INLET AND OUTLET

    THERE IS 2 KILOMETERS DISTANCE) KINDLY UNDERSAND

    THE P1 INLET IS INSIDE THE OCEAN AND THE DISCHARGE WATER PRESSURE WILL BE (20 METERS OCEAN WATER + 100 METERS SLANTINGLY WELL + 150 DIAMETERS RIVER = 270 METERS HEAD FOR P1)AND WATER COMING OUT FROM P1 TAIL RELEASE WILL FLOW DOWN INTO P2 RESERVOIR (INLET 150 DIAMETER AND OULET 40 DIAMEERS THE GAP INBETWEEN THE INLET AND OUTLET IS 2 KMS)THIS COLLECTED WATER IS HAVING A SHAPE(LENGTH , WIDTH ,DEPTH) A HEAD IS FORMED FOR P2 TURBINE
    LIKE WISE A HEAD IS FORMED FOR EACH AND EVERY TURBINE BECAUSE THE POWER HOUSE IS BELOW THE INLET.THE POWER H

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  13. ALWAYS THE POWER HOUSE IS OUSIDE THE 40 DIAMETER OUTLET AND IN THE PATH OF THE RUNNING WATER

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  14. With energy needs rising and ever-growing requirements for cleaner energy sources, our company is dedicated to extracting renewable energy from our environment – cleanly, efficiently, and appropriately. This concept illustrate our creative solutions for green energy generation.


    ·There is a significant altitude drop, where the water comes into the "master" reservoir P1 before being distributed to other reservoirs arranged in cascading manner, rushing over a drop of few hundred feet at every reservoir,water runs down and down. Operating at the high plant factor of 60% requires durable machines and accurate control equipment. This concept depends on automatic system combinations with SCADA usages are specifically geared for high usage and profitable operations.
    The fully automatic station will be trouble-free. The concept reviewed on a levelized basis, taking into account capital costs, fuel costs, O&M costs, financing costs etc
    Both wind and solar have received high levels of government subsidies and incentives. As a result, today’s costs of power from wind and solar are artificially low. kindly remember Always water based power generation cost is low than any other generation

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  15. What is HEAD and why is it used?The difference in height between the water source and the turbine location is the key to generating power.



    This height is known as head or more precisely static head. Head is expressed in feet just like height; the difference is when we use the term head, we are actually talking about

    energy per pound of liquid displaced.

    So head is just another term for energy, specifically energy per unit weight of liquid displaced.

    How is this possible? Energy, or useful work can be expressed as pound-feet or lbf-ft in the Imperial system.

    If I divide this term by lbf, I obtain lbf-ft/lbf or feet (ft) and this is what is known as head.



    WHEN WE CREATE A WATER HEAD IN THE UNDERGROUND RIVER THE HEAD IS THE SAME FROM THE INLET TO THE OUTLET .
    KINDLY UNDERSTAND THE FUNDAMENTAL'S THERE WILL BE A VERTICAL WELL UNDER THE OCEAN

    EXAMPLE :

    20 METERS OCEAN WATER ON TOP OF THE 100 METERS DEEP WELL, THE WELLs DIAMETER IS 250 METERS,( 120 METER DEEP VERTICAL WELL ) WHEN GATE IS OPENED FROM

    VERY BOTTOM OF THE WELL, WATER WILL RUSH DOWN WITH GREAT VELOCITY INTO THE UNDERGROUND RIVER. THE RIVER DIAMETER IS 150 METERS.
    SO 150 (M) DIAMETERS RIVER WILL HAVE A 150 METERS FLOWING WATER . THIS UNDERGROUND RIVER IS SLANTINGLY SLOPPILY DOWN FROM (MSL TO - 450 METERS) THE

    TOTAL LENGTH WILL BE 40 KMS . THERE ARE NO BOTTLE NECKS ON THIS RIVER. REVOLVING GARDEN GATE MODEL TURBINE

    THIS IS DONE IN A VALLY TYPE DESIGN. THE VALLEY IS DUG UNDER THE EARTH AND BELOW THE MAIN SEA LEVEL. LIKE A STEEP MOUNTAIN PASS.
    WATER WILL RUN DOWN FROM TOP (MAIN SEA LEVEL) TO BOTTOM ( MINUS 450 METERS BELOW THE MAIN SEA LEVEL) THE UNDERGROUND RIVER IS IN A STRAIGHT LINE.
    ALWAYS UNDERSTAND THE RIVER IS OPEN TO THE SKY. THE TOP OF THE RIVER IS ALWAYS OPEN TO SKY AND THE SIDES AND THE BOTTOM IS HAVING A PADDING OF A

    SMOOTH METALLIC SHEET TO REDUCE THE FRICTIONAL LOSS.
    THE POWER GENERATED IN THIS SYSTEM WILL BE at least 300000000 KW PER 24 HOURS VERY BIG ELECTRICITY TO POWER THE ENTIRE AMERICA. RAW MATERIAL IS FREE AND NO

    TRANSPORTATION SO GENERATION IS 100% FREE.
    THERE WILL BE A CLUSTER OF ROTATING TURBINES ARRANGED IN ROWS ONE BELOW THE OTHER TAKING 150 METERS DEEP FLOWING WATER TO 40 KMS LONG AT A

    VELOCITY OF at least 30 METERS PER SECOND .

    HERE WE WILL TAKE 1000 MW EACH GENERATOR - TURBINE (GARDEN GATE REVOLVING MODEL) AND GENERATE VERY BIG GENERATIONS.

    THIS PROJECT WILL HAVE AT LEAST 100 SUCH GENERATOR-TURBINES ARRANGED ON 40 KMS LONG WATER RUN WAY.

    EACH MW COST RS 3 MILLION US $ X 100000 MW = 300000 MILLION US $ AND YOU CAN GET BACK YOUR MONEY IN JUST 365 DAYS .
    WHEN SOME BIG POLITICIAN WILL DO THIS HE WILL RULE AMERICA FOR EVER

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  16. I dont know whether this is correct question. If a canal is dug below MSL, is there no harm in getting all sea water diverted to the main land through the canal ? Is it not going to be a very dangerous step to dig canal at below sea level ? Beg a pardon if it is my ignorance to understand the complete process documented here.- Ram Maruri

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  17. DEAR FRIEND THERE IS NO HARM, THERE ARE MANY COUNTRIES BELOW THE MSL MANY PLACES BELOW THE MSL AND PEOPLE LIVE HERE. THERE ARE BIG TUNNELS CONSTRUCTED BELOW THE SEA CONNECTING ONE ISLAND WITH ANOTHER.WHEN WE ARE CONSTRUCTING A RIVER UNDER THE EARTH AND BELOW THE MSL ANTICORROSIVE TECHNOLOGY AND DISASTER MANAGEMENT SYSTEMS ARE USED.THIS CONCEPT WILL USE ALL MODERN TECHNOLOGIES AVAILABLE TO THE SCIENTIFIC ENGINEERING WORLD TO SAFE GUARD THE CONCEPT

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