CA2577896A1 - Rinue power system - Google Patents
Rinue power system Download PDFInfo
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- CA2577896A1 CA2577896A1 CA002577896A CA2577896A CA2577896A1 CA 2577896 A1 CA2577896 A1 CA 2577896A1 CA 002577896 A CA002577896 A CA 002577896A CA 2577896 A CA2577896 A CA 2577896A CA 2577896 A1 CA2577896 A1 CA 2577896A1
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- Prior art keywords
- water
- electricity
- pipe
- generators
- power system
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B9/00—Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
- E02B9/02—Water-ways
- E02B9/06—Pressure galleries or pressure conduits; Galleries specially adapted to house pressure conduits; Means specially adapted for use therewith, e.g. housings, valves, gates
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B9/00—Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03B—MACHINES OR ENGINES FOR LIQUIDS
- F03B13/00—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates
- F03B13/08—Machine or engine aggregates in dams or the like; Conduits therefor, e.g. diffusors
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
Abstract
The Hali-mark of the invention Rinue Power System is the less consumption of water with minimum cost. The principle behind the Rinue Power System is very simple by which Electricity can be generated by installing pipe having particular measurements from a place having higher altitude from Sea Leavel to a place having lower altitude from sea leavel and water has to be pumped though this pipe and the generators will have to be installed at every 10 mtr distance. By this system the water needed to rotate one generator, we can operate fifty generators at 1500 rpm and can generate 100 units electricity in one hour. When the height of the place where the pipe has been installed increases, the distance of slope,, will also be increased. When the distance of slope increases, die number of generators to be connected will also be increased. This in turn, accelerates the production unit of electricity. When electricity production increases the partition of water molecules increase, thus the water needed to produce one unit of electricity will be very much reduced.
Description
S''YST&Yy) R-a#d of Tc-chriolcq 'i"hc-ory of Present HycieiF'cswer 5yst:: m Power is one of the prime needs and its growth p4ays, a vital role i,n t'sse deve=leprnentc of the country. Today ahmost all ivater power i~ ~erterated as, edec#ricit,r.
Hydel Powe,z= is generatc-d by smirtng water in a rejervoir wirich is bcai[t. at tite rÃver origdr+.
Water from the regervca'ir is carriei through L~e pf~a i~owre ~s Per~statiic.
Water fm-n the Pes~stoc:k rushes dowii ias the leaf of the watxar i:urb'anes at a speed of 375r $00, 600,7 50 rpm. The force generatec1 from the movement ai" turbine is re-jponsible for generation of c-tectricai power. This powizr Is geng.:rawby using a generator, which connected to the shaft of the water turbine. Uzuaiiy ~s-nerators i'iave capacity of 50, 100, 130 MW. (130 i' eW : 1000 = 13000 kad~~~attT (Unit) 50 MW x 1000 = 50000 11M, 25 MW x 1000 = 25000 KW). The generated prccess (J! 67 A.rrqpire, 11000 Vo1ts, 50 Hert~,~) is ca, de-A to a - s(::p down tmras-forr~s~er by using J-67A, Mink 73 Sq.mm 11 KV. ALmuutnur~=T CABLE. Step ~own trarÃsformer raducvs the generatad power bo 5A, 250 Volt and is distribu"-,, to ciorn~--stac purpos:;z, fAsing 1..S sqm.m, 5 A 250 V Aluminium Cable. For industrial purpuses the power requirerr~ent varies.
'~~ater from a hc-igi'rt of 4,15 Mster fadlicig ricrwr~ at a mate* of 2.5 c?bic rrya-r-er per sn-cond (2500 Litre) prcnuces1OOC3O Units of Eiectrici'by per hour, As the height of reseric+ir inGraa5:; t-~-~e requirement of water is leo-z 9ruhereas tower t'rte heighir'higher the .~~ater reqaairement. In Kerala there are dams of different t3eight of vaflich Maaozhiyaar u1ar,' is highest one having 7 50 Mcr::r hssght and MaianE~ar-a darst is the smaiiest one (14 M: ,;GG:;r) .
If 2500 l.ibes of water falls from a height of 475 irseirra/'mrcrrid, in Min~.sw it Ydiii become 150000 Litre (2S00 x 60 = 150000) and in hour it viiii bc-cOme 90 (aktis ti~~
(150000 x 60 W 90,00,000). 7"i-~uis taia aie. iaicit~.t generated from this en-mfltant of water is 1GG,00 units per hour. Therefore for prcducirig one unit cf eiectricatq, present Hydel Power Syste{'rt uses 900 t.itre of Wc3[h2;r Ã90r00,001~ 110000 =
Since there are dams of different height (750 ,40tlmr 300 m 14 m) the present system use,s an average of about 600 4itre of vaat:-r for frresducing one unit of electricity. Construction cost of 100 MW (1,00,000 Unit) hydel power plant is about 500 - 800 Crore rupees (100 MW x 1000 = 10{3004). Average cost for 100 MW
plant is 6S0 Crores (6,50y00,00,OQ0 1100000 =65000). The cost of one unit of etectricity in Ready fiy*das Power Plant sysmrn Js Rs. 65DflO.
The Objectives of the invention 'PJNUi= PC~~~EP, SYSTEtiA
> To generate eleccriciLy with n-tinimum usage of ~vater > To generaba eleeWle;ity with minimum cost > To generate elect3 ir;ity with+aut any harm to c-nvironrraenit The a9uantity' of water faRling through a pipe pari:iicular measurement (length and wiclth) near a rasizsrvoir is same as that of thc- quantity of wabsr carried out thmugh this pipe and failirag at a distant place.
The force and speed of the vvater tailing steeply down from a reservoir through a pipe of particular measurement will be same as that of the water flowing down through apipe of V slant and length Sti tcimes more than that'e-f 11 pipe. But it can , ,.
be found that the linear force will be 5o tiertes more than the initial linearfefrce.
Like this way applieant found that the Hydel Povver needed to rotate agenerator of particular caoacity of volt==ampere can rotate several ÃhdusandWi of same generabxs.
By finding out the dissfance above the sea-level and the dist-ance beL-ween seashore and place where th4 'reservoir is' sif.vaiLsd, wc can effectilvely use the above mentioned principfe. A pipe gen6rator should be drawn fro;m Ooty Boat House Reservoir to Coimbatdre. 'Lilce this way a pipe generrrtor line sizould be drawn from Iduidd Resarvair to the seashore town Vypin, whars drinl:ing water sc-ercity is more.
Hydel Powe,z= is generatc-d by smirtng water in a rejervoir wirich is bcai[t. at tite rÃver origdr+.
Water from the regervca'ir is carriei through L~e pf~a i~owre ~s Per~statiic.
Water fm-n the Pes~stoc:k rushes dowii ias the leaf of the watxar i:urb'anes at a speed of 375r $00, 600,7 50 rpm. The force generatec1 from the movement ai" turbine is re-jponsible for generation of c-tectricai power. This powizr Is geng.:rawby using a generator, which connected to the shaft of the water turbine. Uzuaiiy ~s-nerators i'iave capacity of 50, 100, 130 MW. (130 i' eW : 1000 = 13000 kad~~~attT (Unit) 50 MW x 1000 = 50000 11M, 25 MW x 1000 = 25000 KW). The generated prccess (J! 67 A.rrqpire, 11000 Vo1ts, 50 Hert~,~) is ca, de-A to a - s(::p down tmras-forr~s~er by using J-67A, Mink 73 Sq.mm 11 KV. ALmuutnur~=T CABLE. Step ~own trarÃsformer raducvs the generatad power bo 5A, 250 Volt and is distribu"-,, to ciorn~--stac purpos:;z, fAsing 1..S sqm.m, 5 A 250 V Aluminium Cable. For industrial purpuses the power requirerr~ent varies.
'~~ater from a hc-igi'rt of 4,15 Mster fadlicig ricrwr~ at a mate* of 2.5 c?bic rrya-r-er per sn-cond (2500 Litre) prcnuces1OOC3O Units of Eiectrici'by per hour, As the height of reseric+ir inGraa5:; t-~-~e requirement of water is leo-z 9ruhereas tower t'rte heighir'higher the .~~ater reqaairement. In Kerala there are dams of different t3eight of vaflich Maaozhiyaar u1ar,' is highest one having 7 50 Mcr::r hssght and MaianE~ar-a darst is the smaiiest one (14 M: ,;GG:;r) .
If 2500 l.ibes of water falls from a height of 475 irseirra/'mrcrrid, in Min~.sw it Ydiii become 150000 Litre (2S00 x 60 = 150000) and in hour it viiii bc-cOme 90 (aktis ti~~
(150000 x 60 W 90,00,000). 7"i-~uis taia aie. iaicit~.t generated from this en-mfltant of water is 1GG,00 units per hour. Therefore for prcducirig one unit cf eiectricatq, present Hydel Power Syste{'rt uses 900 t.itre of Wc3[h2;r Ã90r00,001~ 110000 =
Since there are dams of different height (750 ,40tlmr 300 m 14 m) the present system use,s an average of about 600 4itre of vaat:-r for frresducing one unit of electricity. Construction cost of 100 MW (1,00,000 Unit) hydel power plant is about 500 - 800 Crore rupees (100 MW x 1000 = 10{3004). Average cost for 100 MW
plant is 6S0 Crores (6,50y00,00,OQ0 1100000 =65000). The cost of one unit of etectricity in Ready fiy*das Power Plant sysmrn Js Rs. 65DflO.
The Objectives of the invention 'PJNUi= PC~~~EP, SYSTEtiA
> To generate eleccriciLy with n-tinimum usage of ~vater > To generaba eleeWle;ity with minimum cost > To generate elect3 ir;ity with+aut any harm to c-nvironrraenit The a9uantity' of water faRling through a pipe pari:iicular measurement (length and wiclth) near a rasizsrvoir is same as that of thc- quantity of wabsr carried out thmugh this pipe and failirag at a distant place.
The force and speed of the vvater tailing steeply down from a reservoir through a pipe of particular measurement will be same as that of the water flowing down through apipe of V slant and length Sti tcimes more than that'e-f 11 pipe. But it can , ,.
be found that the linear force will be 5o tiertes more than the initial linearfefrce.
Like this way applieant found that the Hydel Povver needed to rotate agenerator of particular caoacity of volt==ampere can rotate several ÃhdusandWi of same generabxs.
By finding out the dissfance above the sea-level and the dist-ance beL-ween seashore and place where th4 'reservoir is' sif.vaiLsd, wc can effectilvely use the above mentioned principfe. A pipe gen6rator should be drawn fro;m Ooty Boat House Reservoir to Coimbatdre. 'Lilce this way a pipe generrrtor line sizould be drawn from Iduidd Resarvair to the seashore town Vypin, whars drinl:ing water sc-ercity is more.
If the water flowinci down from a reservoir through a pipe of 110mm (4 inc diameter) width and length of 1 m is i 2,000 litre / hour, the water lov4ng out tnroug'h '-~n same pipehaving 1 lakhs metre. will also be 72000 litre. That means the disposul of v"ate from the reservoir per hour will be the same, The water in the reservoir and the water in the I lakh metre pipe will be of sam status. Never consider the water in the pipe which is being used. Amount of water effluxe from the reservoir does not depend upon the length of the pipe. (increase or decrease) This principle can be explained with the help-of figures as shown in Flg. Nos.
1& 2.
(FIg. No.1) Height : 10 mtr.
Pipe 110mm (4 inch diameter) Power . 8 HP
Speed : 10 M/s.
Weight : 90 kgs.
Force . 90 Us.
Connection I (2 kwh. generator) (Flg. No.2) Height 500 Mtr.
P)pe : 170 mm j4inc)3 diameter) Power 400 HP
Speed 10 M/s.
Weight Kgs.
Force : 90 L/s Connection : 50 (2 Kwh. generator) ONE IN EVERY 10 Mtr.
When water flows down steeply from a height of 10m through a pipe of 110mm ( inch diameter) (Pipe will be 90 and has 10i-n length). The speed of the water fiowin down will be 10 m/ sec, and the weight of this water is 90kgm. T'he force of this water wil be 90 litre / sec. and its rpm is '1500.
The force, speed and rpm of the water flowing through the piper having 50 time length with 1 slant than the above mentioned pipe and falling at a distance of 500m.
1& 2.
(FIg. No.1) Height : 10 mtr.
Pipe 110mm (4 inch diameter) Power . 8 HP
Speed : 10 M/s.
Weight : 90 kgs.
Force . 90 Us.
Connection I (2 kwh. generator) (Flg. No.2) Height 500 Mtr.
P)pe : 170 mm j4inc)3 diameter) Power 400 HP
Speed 10 M/s.
Weight Kgs.
Force : 90 L/s Connection : 50 (2 Kwh. generator) ONE IN EVERY 10 Mtr.
When water flows down steeply from a height of 10m through a pipe of 110mm ( inch diameter) (Pipe will be 90 and has 10i-n length). The speed of the water fiowin down will be 10 m/ sec, and the weight of this water is 90kgm. T'he force of this water wil be 90 litre / sec. and its rpm is '1500.
The force, speed and rpm of the water flowing through the piper having 50 time length with 1 slant than the above mentioned pipe and falling at a distance of 500m.
. ..
~~'ti Gb_ "fio~-- seat't'~~~ 'DuT: [5'6~ romCr i43l t'.. S~.~
taCiti 'o'r+~i ty X posdG:6' 'erili b:s 4-00 HP (Hrrrc- Pc'wer) T'rae height of the st~igft pipe is 10 m rfhere~~~, the length cs the sicpe pipe is 500 m and this --strcngtn in l:c-ngth Is the main cause- for incr~.,~ in the fcrtz,-, T'tis fcTce her~: is duc to t-he compression of irs'o#eccales as a resu!t of vvhich a force will be de;relaped due to flow. This force is simiiar to power. The rc}rmabon of elecbicity is dive to the magnetic power.
Whrr+ the still wabLnr a''~rts flowing, there arise ts'-a, force arrd when idhe intensity of flow incruases the povver of vvafer adsc irrcreases i.e. ita; HP increase.
On c-- degres alrsp:3 is thc- 50-t'imes tilc- length arf the parpzndieular pipa. ii the length of t"nc- pipe becornes SO,49,48P46 stc, up o tsmes, thers won't i:r any change tn forc;, apeed and rpm, iiere only power witl increase in ever+y increase of length.
That means when the length increases the power a1so increas~m. For example when the length is doubled, the power is ak;ra doubied and the increase in length is proporiaortaY to thc incrennst. In pov3in.r.
The power of 10 m pipe is S HP. Therefore; i<iie power of 20 rn pipe is 16 HP.
Like this the power or 5Ã70 m (i,e. 50 times) is 50 . 8 = 400 !-!F, In this way frrem 1ID
slant to 901 stant, e~cept power a4l the cathc-r nararn emsrs wi!l b.,~ si~mz, but power deca,ase at evcry inLrease in slops. Whc-rt t3i- alc~pc-, lncrea~,~ the lc-ngdy of tt-ie pipe will decrease and vica versa. W!'ien length of #aips decrease, the tinear force also decrease. When linear force decreases power wit1 adso decreas'-a.
Thc- sScape wi!l becorno 1sss if tlia height is rnor~ than 50 timas. When slopa dacreaszs the i Orce, speed and RPM will ai-so de~crt::ssr--. To rnalcp- a~-se ofenairscreass in length after 50 times more length we shou1d use weight. From here onwards weight of viater is the --nain parasneter taken in mind, Therei'ore, one should increase the volume of wvator.
~~'ti Gb_ "fio~-- seat't'~~~ 'DuT: [5'6~ romCr i43l t'.. S~.~
taCiti 'o'r+~i ty X posdG:6' 'erili b:s 4-00 HP (Hrrrc- Pc'wer) T'rae height of the st~igft pipe is 10 m rfhere~~~, the length cs the sicpe pipe is 500 m and this --strcngtn in l:c-ngth Is the main cause- for incr~.,~ in the fcrtz,-, T'tis fcTce her~: is duc to t-he compression of irs'o#eccales as a resu!t of vvhich a force will be de;relaped due to flow. This force is simiiar to power. The rc}rmabon of elecbicity is dive to the magnetic power.
Whrr+ the still wabLnr a''~rts flowing, there arise ts'-a, force arrd when idhe intensity of flow incruases the povver of vvafer adsc irrcreases i.e. ita; HP increase.
On c-- degres alrsp:3 is thc- 50-t'imes tilc- length arf the parpzndieular pipa. ii the length of t"nc- pipe becornes SO,49,48P46 stc, up o tsmes, thers won't i:r any change tn forc;, apeed and rpm, iiere only power witl increase in ever+y increase of length.
That means when the length increases the power a1so increas~m. For example when the length is doubled, the power is ak;ra doubied and the increase in length is proporiaortaY to thc incrennst. In pov3in.r.
The power of 10 m pipe is S HP. Therefore; i<iie power of 20 rn pipe is 16 HP.
Like this the power or 5Ã70 m (i,e. 50 times) is 50 . 8 = 400 !-!F, In this way frrem 1ID
slant to 901 stant, e~cept power a4l the cathc-r nararn emsrs wi!l b.,~ si~mz, but power deca,ase at evcry inLrease in slops. Whc-rt t3i- alc~pc-, lncrea~,~ the lc-ngdy of tt-ie pipe will decrease and vica versa. W!'ien length of #aips decrease, the tinear force also decrease. When linear force decreases power wit1 adso decreas'-a.
Thc- sScape wi!l becorno 1sss if tlia height is rnor~ than 50 timas. When slopa dacreaszs the i Orce, speed and RPM will ai-so de~crt::ssr--. To rnalcp- a~-se ofenairscreass in length after 50 times more length we shou1d use weight. From here onwards weight of viater is the --nain parasneter taken in mind, Therei'ore, one should increase the volume of wvator.
When t'r~e tengtfr increases more than the 50 times increase cf the initial 10 m i.e.
When it increases about 75 times the rpm wi{i de;,r:.ase to 1000 frcrn 1500, ii: it in-creaoes -10n0 tirres rpm _ ~f;;1 ~ c~õ-~~
7501, -Yi, h_es, 150 dfrr:e* tkti rpm ~~i-1 a--; :.~n decrease to 500, When it increases up to 2C30timesr the rpm again decrease to rpm. We can say 2Ã30 time..s irlcrease but tinis (s not praccicai.
Speed and force of Vaater yvilt also decrease ~w4:en the rpm decrezse. In order tx) compensate this, we must increase the diameter of ti're-pipe.
I - ,0 times increase 110 mm 4= inch ciiarrsetr-ir 1500 rpm 50 - 7 5 times Increase $40 mm 5 inch diameter J-000 rpm 75 - 100 times increase 160 mm 6 inch diameter 7510 rpm 100 - 150 times arscrease 180 mm 7 inch diameter 50) rpm 150 -?'00 times increase 220 mm 9 inch diameter 375 rpm 50 times 75 tirnes more 100 tirrtes 180 times 200 tirnes more more more mare 110 mm 140 rnm 160 rnm 130 mm 200 mm IPM 1000 RPM 750 PLPM 5f10 PIPM ~ 375 RPN]
I 5~70 p When rpm decreasa4s the s~d and forcv of water will also decrease, but there won't be change in usage of water. The amount of water dispDsed at 1500 rpm is g0 litre and it vvi(l be same in 375 riani tao. Wher: the width of the pipe increasw the fcarca, and speed wiii decrea: but there vicn't be chartcie in the amount of t~at~r.
For e.ge - if tFie y,~~ter f$~wfinq ~~~u-n in 3 min.utespt 'a SW rpm is 450 Ot-e, V-os ~Mll be same f'ar 3775 rpm.
Yf the distznce travoic-d by 1500 rpm Is 10 rnet:r in one ~~scond it will Ki~
21la M in 375 rpm.
Then the watrr Inside the 1500-rprn pityU of 10 mtr will ba 90 fits-e. Than the- viater that can fiii i0 nietre pipe us,..~d for 375 rprri vvill be 360 litre. The water passi~~g through 1500-rpr-pipe in 4 second is 360 liEre. Then the water flowing through 375 rpm pipe in 4 second will also be thes,ame 360 titm. The water inside the 40 metra long pipee of 1500 rpm 110 mm is 360 litre. By 4sc-mnd this tiArat-ar will move 90 mGtr~ and flow out:. The water enclosed irrside the 10 metre Iorig pipa of375 rpm 220 rrtm pipe is 360 litre. In 4 second this water will i:rave! 10 metre arid vvidl flow out.
When it increases about 75 times the rpm wi{i de;,r:.ase to 1000 frcrn 1500, ii: it in-creaoes -10n0 tirres rpm _ ~f;;1 ~ c~õ-~~
7501, -Yi, h_es, 150 dfrr:e* tkti rpm ~~i-1 a--; :.~n decrease to 500, When it increases up to 2C30timesr the rpm again decrease to rpm. We can say 2Ã30 time..s irlcrease but tinis (s not praccicai.
Speed and force of Vaater yvilt also decrease ~w4:en the rpm decrezse. In order tx) compensate this, we must increase the diameter of ti're-pipe.
I - ,0 times increase 110 mm 4= inch ciiarrsetr-ir 1500 rpm 50 - 7 5 times Increase $40 mm 5 inch diameter J-000 rpm 75 - 100 times increase 160 mm 6 inch diameter 7510 rpm 100 - 150 times arscrease 180 mm 7 inch diameter 50) rpm 150 -?'00 times increase 220 mm 9 inch diameter 375 rpm 50 times 75 tirnes more 100 tirrtes 180 times 200 tirnes more more more mare 110 mm 140 rnm 160 rnm 130 mm 200 mm IPM 1000 RPM 750 PLPM 5f10 PIPM ~ 375 RPN]
I 5~70 p When rpm decreasa4s the s~d and forcv of water will also decrease, but there won't be change in usage of water. The amount of water dispDsed at 1500 rpm is g0 litre and it vvi(l be same in 375 riani tao. Wher: the width of the pipe increasw the fcarca, and speed wiii decrea: but there vicn't be chartcie in the amount of t~at~r.
For e.ge - if tFie y,~~ter f$~wfinq ~~~u-n in 3 min.utespt 'a SW rpm is 450 Ot-e, V-os ~Mll be same f'ar 3775 rpm.
Yf the distznce travoic-d by 1500 rpm Is 10 rnet:r in one ~~scond it will Ki~
21la M in 375 rpm.
Then the watrr Inside the 1500-rprn pityU of 10 mtr will ba 90 fits-e. Than the- viater that can fiii i0 nietre pipe us,..~d for 375 rprri vvill be 360 litre. The water passi~~g through 1500-rpr-pipe in 4 second is 360 liEre. Then the water flowing through 375 rpm pipe in 4 second will also be thes,ame 360 titm. The water inside the 40 metra long pipee of 1500 rpm 110 mm is 360 litre. By 4sc-mnd this tiArat-ar will move 90 mGtr~ and flow out:. The water enclosed irrside the 10 metre Iorig pipa of375 rpm 220 rrtm pipe is 360 litre. In 4 second this water will i:rave! 10 metre arid vvidl flow out.
7'Fierefare i'ns water fiet i out in every 4-sescond tvili be thc sannc in all pipes. Here the ,,vater used by i;o&i t'rre iines for mzking efe-cin-a=ty mlf ~~ sam"'e Ã.*e ~tc~rict~t enr--, rated is al.o UM- sa me.
Wi+izn rpm irGCr~:~~ the flowing spazd of waic ra1-so increas:- and when rpm dc-creases the flowing spead detr~ses but t'+~~ famount of wa-ter increases.
That is vvhy dhe amount of wab~r is same vv#-ren rpm is increased or decreased.
The fbroa and ~peei of water will be same as that of increase irt slope length of the 50 times more lengtfn of d=te'cane-der.tre-a s{ant at a parlicu{ar height.
(5ee Fig.3).
Here 2000 m height,., with one-degree slope, increase in 50 itimes and ultimateiy became 11alCh metre.
WVh'er+ we draw a straaghr- line parfsandicutar to 2000 M heIght, the disnnce between d"+estops anc~ the straight tine will increase by every increas'as of length.
Le. For iw.g., the distarrce betwveen I iq slope in the slope (ine and the straighir fine perpenclicular 1D hei0ht in 2 M. When it iW 10 e=i it fis 20 ctYt. Wi=ten it is 100 M it is 2 M. When it jW 1000 M it is 20 M and whc-n it is 10,000 Pyi it is 2100 M. When ffie total iength is i iaEd-t mater, dh, distance wifi be (rritial height 2000 M.
Water falfing air that point will have the fivrce, sfsc-ed and power of water faliing.fram a heighf: of 2000 i'l.
The power of zvater fivrving out ft6m ahe+clhi: of 10 Ffithrcugh apipe of 110 mm (4 inch diameter) viill be $ HP. Assuming that the water will be full in the pipe and the pipe wiil be steeply placed, using this force vre can make 2 unit of electricity by rotating a generator of 7- ldiov,{att in J 500 rpm.
1dife ca.n ~~t tnis s-: r-:e ~*wer in the ons-degree stsps ior about 30 tsrnes rrrore-terngtf- te. Up to 5O0 rrrtr vre get the same patyer (10 x 50 SCO metre, 8 x5-0.D =
4000). Therefore 4000 HP viiil be the power of the 5o times more slope line.
T"nerefara, we ca n gim SO ganerzt:ors af 2 k. w.h. at ffi is ~Jops Itn,. The gsa2rai3arat height line will get 6 Hi? poWer , out of this 4 HP at 1500 rpm is tts:---ci to rotate this generator, ie. It is changed to eEec"cricityr 7units of electricity is generated and the laalance 4 HP power is flown out ffirough the pump.
in 4000 HP iine,, for eg. In the 500 EYitr. Long iron rod has an 90 kg. Cast Iron weight attached at every 10 F'tr. Di5L--ince. 7"ot-al number of cast iron weights attached witl be 50 Nos, when the 1'* ca5t iron ~,veight is nioveJ to a distance of 10 mtr. In 10 s c-conds all the other cast iron tiraigi~ts will also tnove sarrae distance that means al) the 50 cast iron weight,5 will move the szirne d1listance vvhich the lyt ~~st iron weight hlas rncsved.
Therefore by using the power to rotate one c;ener.tor of 2 lcw. ~ae can rotate the 50 generators attached with the siop-,-- line.
In athes tenms the tota6 power in 500 ni slope line is 4000 HP. If 50 generators are connected to the sfope line the resistance put forward by each generator is equal to 4 HP.
Therefore it is equad to the total power 2000 HP, prodtaced by all the 50 generabum.
There also 2000 HP potver rerrbaino ao balance. That n-re :nv, by d7e e~~abeer needed to rotate one generai:or we can operate 50 generatoro at 1500 rpen and can generate 100 un"iis of c-ic-ctricit/ in one hour.
Here is the 500 metre slope line, the vwatcr used to preduce 100 Linit.~ ar electricity is 3,24p000 litre. Therefore water needed to generate one unit electricity is 3240 litre.
(324000 fJ 100 = 3240) (According to rinue po"+er Syst---rri water flowed out thraugh the pipe of 110 mm (4 inch diameter) pipe is D lÃtrz-! in on~ ~cond. "There.forsr In one minute it will be (90 x 60 = 50,00) 5400 litre and in one hour it will be (5400 x 60 =
324000) 324000 litres.
Wi+izn rpm irGCr~:~~ the flowing spazd of waic ra1-so increas:- and when rpm dc-creases the flowing spead detr~ses but t'+~~ famount of wa-ter increases.
That is vvhy dhe amount of wab~r is same vv#-ren rpm is increased or decreased.
The fbroa and ~peei of water will be same as that of increase irt slope length of the 50 times more lengtfn of d=te'cane-der.tre-a s{ant at a parlicu{ar height.
(5ee Fig.3).
Here 2000 m height,., with one-degree slope, increase in 50 itimes and ultimateiy became 11alCh metre.
WVh'er+ we draw a straaghr- line parfsandicutar to 2000 M heIght, the disnnce between d"+estops anc~ the straight tine will increase by every increas'as of length.
Le. For iw.g., the distarrce betwveen I iq slope in the slope (ine and the straighir fine perpenclicular 1D hei0ht in 2 M. When it iW 10 e=i it fis 20 ctYt. Wi=ten it is 100 M it is 2 M. When it jW 1000 M it is 20 M and whc-n it is 10,000 Pyi it is 2100 M. When ffie total iength is i iaEd-t mater, dh, distance wifi be (rritial height 2000 M.
Water falfing air that point will have the fivrce, sfsc-ed and power of water faliing.fram a heighf: of 2000 i'l.
The power of zvater fivrving out ft6m ahe+clhi: of 10 Ffithrcugh apipe of 110 mm (4 inch diameter) viill be $ HP. Assuming that the water will be full in the pipe and the pipe wiil be steeply placed, using this force vre can make 2 unit of electricity by rotating a generator of 7- ldiov,{att in J 500 rpm.
1dife ca.n ~~t tnis s-: r-:e ~*wer in the ons-degree stsps ior about 30 tsrnes rrrore-terngtf- te. Up to 5O0 rrrtr vre get the same patyer (10 x 50 SCO metre, 8 x5-0.D =
4000). Therefore 4000 HP viiil be the power of the 5o times more slope line.
T"nerefara, we ca n gim SO ganerzt:ors af 2 k. w.h. at ffi is ~Jops Itn,. The gsa2rai3arat height line will get 6 Hi? poWer , out of this 4 HP at 1500 rpm is tts:---ci to rotate this generator, ie. It is changed to eEec"cricityr 7units of electricity is generated and the laalance 4 HP power is flown out ffirough the pump.
in 4000 HP iine,, for eg. In the 500 EYitr. Long iron rod has an 90 kg. Cast Iron weight attached at every 10 F'tr. Di5L--ince. 7"ot-al number of cast iron weights attached witl be 50 Nos, when the 1'* ca5t iron ~,veight is nioveJ to a distance of 10 mtr. In 10 s c-conds all the other cast iron tiraigi~ts will also tnove sarrae distance that means al) the 50 cast iron weight,5 will move the szirne d1listance vvhich the lyt ~~st iron weight hlas rncsved.
Therefore by using the power to rotate one c;ener.tor of 2 lcw. ~ae can rotate the 50 generators attached with the siop-,-- line.
In athes tenms the tota6 power in 500 ni slope line is 4000 HP. If 50 generators are connected to the sfope line the resistance put forward by each generator is equal to 4 HP.
Therefore it is equad to the total power 2000 HP, prodtaced by all the 50 generabum.
There also 2000 HP potver rerrbaino ao balance. That n-re :nv, by d7e e~~abeer needed to rotate one generai:or we can operate 50 generatoro at 1500 rpen and can generate 100 un"iis of c-ic-ctricit/ in one hour.
Here is the 500 metre slope line, the vwatcr used to preduce 100 Linit.~ ar electricity is 3,24p000 litre. Therefore water needed to generate one unit electricity is 3240 litre.
(324000 fJ 100 = 3240) (According to rinue po"+er Syst---rri water flowed out thraugh the pipe of 110 mm (4 inch diameter) pipe is D lÃtrz-! in on~ ~cond. "There.forsr In one minute it will be (90 x 60 = 50,00) 5400 litre and in one hour it will be (5400 x 60 =
324000) 324000 litres.
f;oyy2 v-rhen th-e fe.ngth of this line -is one 1aicfi metre (100 km), in evM
10 metre distarrca, them vi'ili b: totat 10Ã500 gsnsrstc~rs ~wA~g t~is e 2.
Ir(~c~city -gsna~-tei by 1000E7 genrerators wi4fi ba 20000 un'it. "Ch' rr~ore, here the water used to generate one unit of elecb icit,+ (324000 120000 =16.2 }will be fikres -cind 200 rnilli fitre.
Whc nt'ne heÃght incre~ses t'ne distanoc- of sl~~a will also increase. When the di-qtance af siope increa-s-e- the connecdons wil9 alsca ke increasetl, When connections are increased the number of generabar-, used vvill aIso be in.reased. This in kum accelerating dhe production unQt of electricity. When e!ectilcitq production increases the partition of watsr incaeases, tihat rnean~ ffie- watarnesded to produce one uniir of s1ec&icity. vrill b-- much reiucrri.
From here onvrards we are dealing with tte pracbca! aspects of the basic principles wiiich were rnsntioned abcatte. Fracdcat ,~pects are iuii'i!!ed aiong the pathways.
Following ~e principles meni:ioned abovc-, tvio projc-c~ Lre expIainei hereunder.
4~ 7~a'~~~~~Ji~+~~
Onty toat house is )ctca~x3 at 2286 metra above thesla-a6 iavei. From this C2ot{ boat hou~e water body a 110 mm (4 inch ciiarneter) G.I. Pipra is incst:-tted and in that pipe line at every 10 m distai-ice 10400 generating capacii..-y of 2 tcw.
Generaiors are tD
be instal(ed. This pipefine ends ai: a distance of i-04 Ecsn. At CoimEatDre, which is sEts~atc-d about 16 m. abou~ ssa tevei.
Teatai dista nce is 104 krn . (104000 m) and the d ista nce bet-vveen each generatar is m. Therefore botal no. of generatom us-,--d will he 10400 (104000 / 10 = IMO).
10 metre distarrca, them vi'ili b: totat 10Ã500 gsnsrstc~rs ~wA~g t~is e 2.
Ir(~c~city -gsna~-tei by 1000E7 genrerators wi4fi ba 20000 un'it. "Ch' rr~ore, here the water used to generate one unit of elecb icit,+ (324000 120000 =16.2 }will be fikres -cind 200 rnilli fitre.
Whc nt'ne heÃght incre~ses t'ne distanoc- of sl~~a will also increase. When the di-qtance af siope increa-s-e- the connecdons wil9 alsca ke increasetl, When connections are increased the number of generabar-, used vvill aIso be in.reased. This in kum accelerating dhe production unQt of electricity. When e!ectilcitq production increases the partition of watsr incaeases, tihat rnean~ ffie- watarnesded to produce one uniir of s1ec&icity. vrill b-- much reiucrri.
From here onvrards we are dealing with tte pracbca! aspects of the basic principles wiiich were rnsntioned abcatte. Fracdcat ,~pects are iuii'i!!ed aiong the pathways.
Following ~e principles meni:ioned abovc-, tvio projc-c~ Lre expIainei hereunder.
4~ 7~a'~~~~~Ji~+~~
Onty toat house is )ctca~x3 at 2286 metra above thesla-a6 iavei. From this C2ot{ boat hou~e water body a 110 mm (4 inch ciiarneter) G.I. Pipra is incst:-tted and in that pipe line at every 10 m distai-ice 10400 generating capacii..-y of 2 tcw.
Generaiors are tD
be instal(ed. This pipefine ends ai: a distance of i-04 Ecsn. At CoimEatDre, which is sEts~atc-d about 16 m. abou~ ssa tevei.
Teatai dista nce is 104 krn . (104000 m) and the d ista nce bet-vveen each generatar is m. Therefore botal no. of generatom us-,--d will he 10400 (104000 / 10 = IMO).
Water used by one Gane-rator in bnc- hour ZAriif bu 162000 }itta. 'T-he v,a~r used L7a rof---;b: this can h~ used to ro!zit:., a11 104,G~O 2 *;=Tr.
(162000 /i{340a =i5.57) Therefore, now fhe wate-r ne-eded to retate vne generator will be 15 litre and 600 rniliilitre. The eiectrici-tg+ praduced by one gerrtirator- viil1 b-s 2 unit, t'rre.re-fure, eiectric.ity generatad by a!l the 10400 gener~r-v.iiii b2 20800 units {10400 x 2 = '?t?6G0}. The wa~,r uscd to prcduce this much ~
unit (i.e. 20800 unit) wil3 tae 1620Ã3 litre. '#"hereforc, the wat: r rteedei to produce 1 unit wi!l be 7 litre and 800 miiii (itre. (162000 / 20800 = 7.713) Co7~~~- COFG y'eA'p OE d.x;F-Ini'Qrmation Tab9e ,at a giance Hei ht 2286 Mtr.
str e I deqree 2270 m Mui~ ie x 416 Len =th 10414.m (104.000 Mtr.
S ,. I 10 MJs Unccanned-ed Speed II 5 M/s. Connected Force 1 204300 UH.2270.PA unr-onnecUd.
Force II 90 E:/ii 10 M. connected T~c~f~tiean minaatel. 1500 Usage Water I (Quarftitp 324000 L/i'i (one 2 kw/h generator only) used t.Enconn~cte+l .
Usa e Water 11 1600C3 ! h connected Ccnti Group 104 +Connectsons 'io4o4 2 d-ma/h A9tematDr P4 ariatt per hoLir 20.8 MW/h (20800 Wnita h Ur-it of VVatsr used 7.80 9itrc ic Unit Amount 15000 RE, Plant Amount Rs. 3L5O OG~ OOQ,d-Me aviatt tir cia V 504= r+nrr D (504000 Units per rl;ny Velocity- 10 meter.
ossty boat house reservoir is located at abol.;t 22336 Metre above veal level.
This is recorded as height: 2286 M (A s"cick having 2286 i'R if put in zi str-aightly in vertical position, can be iermeti as height.) The double of this height is referred to as multiple. Coimbatore City is icieated $t a bou t 16 m above sea isael. Therefcrte Ootf is f,acabEJ a-t a i~; u.t 2270 metre from C.,ckrrttHatare (22.SG - 16 = Z270). The dirtance t~~twe:n Gotj and Coirnat--T-- is 10,1420 tFletre. This wilJ be 46 time-5 thc height of 0oty Coirnbatore i=#eight. 2270 x 46 =1t3442Qj ie. 104 '/z #<m. This is rcferred to as muftiple x46:
The slap-- of t,'iis fine i-A one degre;:-:,. This is referred as slops: I d~r 2070 m, The fioi;al distiince of thiss slope line is 104420 P1 and ~nis io terrrse-d Leng#h: 104 km.
(10-1000 Metre.) The spc-ed of v,;ater flowing dowra through the pips o'f 110 mm (4 inch Diameter) Straightly without any ofastac(e, will be 10 metre persecortcl. (i.e. in one second it will rravel 10 metre.) That means in 227 second (3 minute 47 sec.) it will cover 2270 rrtctro. This is imowrt as the speed oi tilis watar llnc- and i-o rGferre# to as the spea:.d: 10 m/s. unconnects-d.
If aJl the 10400 gencratom are insita1ied in irfii5 like 27Ã1 m 9ine, the ie~istance produced by these will reduce the speed, to heif. This is ternnaw a~ Speed : 5 Mls.
connact,-a:9.
The amount of the water flowing down oteeply frorr~ the height of 2270 m through the If434004 m, loiig pirpe of 110 mm (4 inch dia meter) pipe wilt he 20430 Litre. The force of water flowing down from through this pip: at a height of I.Me,~re will be 9 litre/'s-scond. ~ ~ height incrva,--s multilsles of 9 will be increa~ed. Eg.
(10 m x 9 90) 90 Litre. Therefore, from a height of 2270 Mr. (f3oty) f<xce of water flowing down per second will be 20430 litre (2270 x 9 =2a430) 2043W iatre. This is rafGrrcd ta as 20430 L/H 22270 M. unconne:.ted.
If 14-00 gcneratiors ara fittsd in t"riis Me thc- force wsit bz recluoL---d ba 90 tiire at every 10 meb~e. Height. But every rieneratDr feels this 90 tib-eIh 10 Vi force. Then the f-orce of the line wiil be Force I; 90 L/H 10 M. connwctel. T;he above is noted as Force II in tha table.
(162000 /i{340a =i5.57) Therefore, now fhe wate-r ne-eded to retate vne generator will be 15 litre and 600 rniliilitre. The eiectrici-tg+ praduced by one gerrtirator- viil1 b-s 2 unit, t'rre.re-fure, eiectric.ity generatad by a!l the 10400 gener~r-v.iiii b2 20800 units {10400 x 2 = '?t?6G0}. The wa~,r uscd to prcduce this much ~
unit (i.e. 20800 unit) wil3 tae 1620Ã3 litre. '#"hereforc, the wat: r rteedei to produce 1 unit wi!l be 7 litre and 800 miiii (itre. (162000 / 20800 = 7.713) Co7~~~- COFG y'eA'p OE d.x;F-Ini'Qrmation Tab9e ,at a giance Hei ht 2286 Mtr.
str e I deqree 2270 m Mui~ ie x 416 Len =th 10414.m (104.000 Mtr.
S ,. I 10 MJs Unccanned-ed Speed II 5 M/s. Connected Force 1 204300 UH.2270.PA unr-onnecUd.
Force II 90 E:/ii 10 M. connected T~c~f~tiean minaatel. 1500 Usage Water I (Quarftitp 324000 L/i'i (one 2 kw/h generator only) used t.Enconn~cte+l .
Usa e Water 11 1600C3 ! h connected Ccnti Group 104 +Connectsons 'io4o4 2 d-ma/h A9tematDr P4 ariatt per hoLir 20.8 MW/h (20800 Wnita h Ur-it of VVatsr used 7.80 9itrc ic Unit Amount 15000 RE, Plant Amount Rs. 3L5O OG~ OOQ,d-Me aviatt tir cia V 504= r+nrr D (504000 Units per rl;ny Velocity- 10 meter.
ossty boat house reservoir is located at abol.;t 22336 Metre above veal level.
This is recorded as height: 2286 M (A s"cick having 2286 i'R if put in zi str-aightly in vertical position, can be iermeti as height.) The double of this height is referred to as multiple. Coimbatore City is icieated $t a bou t 16 m above sea isael. Therefcrte Ootf is f,acabEJ a-t a i~; u.t 2270 metre from C.,ckrrttHatare (22.SG - 16 = Z270). The dirtance t~~twe:n Gotj and Coirnat--T-- is 10,1420 tFletre. This wilJ be 46 time-5 thc height of 0oty Coirnbatore i=#eight. 2270 x 46 =1t3442Qj ie. 104 '/z #<m. This is rcferred to as muftiple x46:
The slap-- of t,'iis fine i-A one degre;:-:,. This is referred as slops: I d~r 2070 m, The fioi;al distiince of thiss slope line is 104420 P1 and ~nis io terrrse-d Leng#h: 104 km.
(10-1000 Metre.) The spc-ed of v,;ater flowing dowra through the pips o'f 110 mm (4 inch Diameter) Straightly without any ofastac(e, will be 10 metre persecortcl. (i.e. in one second it will rravel 10 metre.) That means in 227 second (3 minute 47 sec.) it will cover 2270 rrtctro. This is imowrt as the speed oi tilis watar llnc- and i-o rGferre# to as the spea:.d: 10 m/s. unconnects-d.
If aJl the 10400 gencratom are insita1ied in irfii5 like 27Ã1 m 9ine, the ie~istance produced by these will reduce the speed, to heif. This is ternnaw a~ Speed : 5 Mls.
connact,-a:9.
The amount of the water flowing down oteeply frorr~ the height of 2270 m through the If434004 m, loiig pirpe of 110 mm (4 inch dia meter) pipe wilt he 20430 Litre. The force of water flowing down from through this pip: at a height of I.Me,~re will be 9 litre/'s-scond. ~ ~ height incrva,--s multilsles of 9 will be increa~ed. Eg.
(10 m x 9 90) 90 Litre. Therefore, from a height of 2270 Mr. (f3oty) f<xce of water flowing down per second will be 20430 litre (2270 x 9 =2a430) 2043W iatre. This is rafGrrcd ta as 20430 L/H 22270 M. unconne:.ted.
If 14-00 gcneratiors ara fittsd in t"riis Me thc- force wsit bz recluoL---d ba 90 tiire at every 10 meb~e. Height. But every rieneratDr feels this 90 tib-eIh 10 Vi force. Then the f-orce of the line wiil be Force I; 90 L/H 10 M. connwctel. T;he above is noted as Force II in tha table.
RPM :1500 mentione-d in tne table is the rotatsan pv-r m<nute of 4 inch pipe fiiYed b~s t-h is fin.s. Z.n fj~ v 1040 : O m---tre dl,~e L-n:.~ a t s-3 e~-~ ~ G M is ~
'r =. ~ ~~ ~ / ;~-~ ;.;
we tiiyi-de 104000 rn-etr-e by 10 we get 10400 m (104,000 f' 10 = 10'~00). T-Ã
the force is 8 HP at one point, the total force of thi:: line wilf be 83200 (10-400 x 8 =8320Cs).
(This force ryj)d I,-e b~ere i-f gefrer-ator is fitted or ;-;-oi:?, This i:s rre~or,--d as F-iF :
83200 in tYte tabie.
Water disposed through this line in one hour is 324000. This isa vrben the genera#xyrs are fitted in this line. This is mentioned as water 324000 LJIH unconnected in the 4abie.
If 10400 atternai+ors & 10400 pumps are fitted at every 10M length of the line, the water flown out ivi!l be reduced to half ie. 162000 titr-e. This is mentioned as Water:
162000 lii=re per hour connectcwd in the- f:ab6e.
Cc-rsnections: 10400 meni_ionc-d in tte table r~,~rerr: J ta the No. of 2 kw.
alternators fitted at every 10 M (IWOO/10 =1O400). A grdup consisting of 100 aItemai':ors is hereby referred tD as centi group. In this line W17l eiectricity producei irt one hour is 26.8 mega watt W hour (.onc- 2 !v. GeneratDr = 2 un1ts.
Therefore 10400 x2 = 20800 urtii..s). Thisis rei=crred to as Megas~att pear hour: 20.8 mwJh (20800 units per hour.) 'i=hhe watp-r disposed in one hour is 162000 1itre, Total unit of 4.1ectricity produced in cane hour is 20800 units-('!"herefore 162000J21800 =7.78). Nov: ~~ater needed for producing one unit of eleetricil:y is 7 iit-e and 800 miiii 4itre, This is rei=erred to as Unit of water used: 7.800 litre per hour.
The Unit cost for di~~ constructlorz of plat-tt is 15000 rupse-s. This Is ref'erre'ci tD as amourii: Unit : i*,sASOOO
The ooty coimkratore iiner is power systern constructed using Rinue Power System. It needs about 31 Crore and SO lakhs rupees. This is referred to as Plarrt Artount : R
Rs. 31,50,00,000/- only.
'r =. ~ ~~ ~ / ;~-~ ;.;
we tiiyi-de 104000 rn-etr-e by 10 we get 10400 m (104,000 f' 10 = 10'~00). T-Ã
the force is 8 HP at one point, the total force of thi:: line wilf be 83200 (10-400 x 8 =8320Cs).
(This force ryj)d I,-e b~ere i-f gefrer-ator is fitted or ;-;-oi:?, This i:s rre~or,--d as F-iF :
83200 in tYte tabie.
Water disposed through this line in one hour is 324000. This isa vrben the genera#xyrs are fitted in this line. This is mentioned as water 324000 LJIH unconnected in the 4abie.
If 10400 atternai+ors & 10400 pumps are fitted at every 10M length of the line, the water flown out ivi!l be reduced to half ie. 162000 titr-e. This is mentioned as Water:
162000 lii=re per hour connectcwd in the- f:ab6e.
Cc-rsnections: 10400 meni_ionc-d in tte table r~,~rerr: J ta the No. of 2 kw.
alternators fitted at every 10 M (IWOO/10 =1O400). A grdup consisting of 100 aItemai':ors is hereby referred tD as centi group. In this line W17l eiectricity producei irt one hour is 26.8 mega watt W hour (.onc- 2 !v. GeneratDr = 2 un1ts.
Therefore 10400 x2 = 20800 urtii..s). Thisis rei=crred to as Megas~att pear hour: 20.8 mwJh (20800 units per hour.) 'i=hhe watp-r disposed in one hour is 162000 1itre, Total unit of 4.1ectricity produced in cane hour is 20800 units-('!"herefore 162000J21800 =7.78). Nov: ~~ater needed for producing one unit of eleetricil:y is 7 iit-e and 800 miiii 4itre, This is rei=erred to as Unit of water used: 7.800 litre per hour.
The Unit cost for di~~ constructlorz of plat-tt is 15000 rupse-s. This Is ref'erre'ci tD as amourii: Unit : i*,sASOOO
The ooty coimkratore iiner is power systern constructed using Rinue Power System. It needs about 31 Crore and SO lakhs rupees. This is referred to as Plarrt Artount : R
Rs. 31,50,00,000/- only.
Th' ntity in-f s?e--tricity produce-d in the piant r9aiiiy is 504t)00 uriit.
This (s r4errai to as Megawatt per clay. : 504JC3 t~AW, (50403 UnitsjD) Th.e dislmn~ be~, een 2 generatc>rs is referred to ar 1P'elcckq: 113 14etre, LJoi:y water isz3y is i~u_--d at a hcight af 2770 s-Ytr. fmm Coirryh=,tore.
The dismnce ~tiein Ooty and Ca'-rn4aatrsre is 46 times. The Height between these two places (2270 x4~'a =104200) i . The distance is 104420 ~~~eb~e (10-4.420 km.) The 50 times of 2270 rrte&e is 113500 rrtistr:~. Sirice this dista, rjce is lying in a slope, there wiil be 2270 meE-r-e de.pness from the height at 104420 metre disiance.
(ie, At CcxirrtbaLore), the deepness' will be 2008 Met-e. In one (akh metre there will be 2000 rneb e deepriess' and 5000 metre L-fiere will bv 100 Mc-Are deepr+e~' at Metre distance there will be 2 metre and at one metrie height distance there will be 2 cm, rieepartess.
2~~ '~ .I.~vpzir, ~ ~~g &Olswffinn Tdu4dd, Cheruthoni dam is 1ocated at about 600 n-~etre aibove sea-level. From Chrs,ruthOni dam a lirta, has to be drawrc and rorrciuded iri Vypin, a small town 6ocated at a distance of 100 km and 200 metre near s8s shore.
7dulgiei dam is tvcat.ed at 600 metre above sea tevel. The distance tseL-vveen Idukki and Vypin io 100200 Metre. Here the slape ia 167 times tfie height (167 x600 =
100200}. Here the slops is more than 60 tlmes. T"he hasi}ht ie. i67 times the height distance, dae rcrce and rpm of +~~ater w,tiil han redcsceci. Therefore we should increase the diameter of the pipe. Therefore this fine must ba 'tnst-alfed with 200 mm x 8 inch dismeter pipe having 500 rpm, 2Ã{W per hour gener-ator.
This (s r4errai to as Megawatt per clay. : 504JC3 t~AW, (50403 UnitsjD) Th.e dislmn~ be~, een 2 generatc>rs is referred to ar 1P'elcckq: 113 14etre, LJoi:y water isz3y is i~u_--d at a hcight af 2770 s-Ytr. fmm Coirryh=,tore.
The dismnce ~tiein Ooty and Ca'-rn4aatrsre is 46 times. The Height between these two places (2270 x4~'a =104200) i . The distance is 104420 ~~~eb~e (10-4.420 km.) The 50 times of 2270 rrte&e is 113500 rrtistr:~. Sirice this dista, rjce is lying in a slope, there wiil be 2270 meE-r-e de.pness from the height at 104420 metre disiance.
(ie, At CcxirrtbaLore), the deepness' will be 2008 Met-e. In one (akh metre there will be 2000 rneb e deepriess' and 5000 metre L-fiere will bv 100 Mc-Are deepr+e~' at Metre distance there will be 2 metre and at one metrie height distance there will be 2 cm, rieepartess.
2~~ '~ .I.~vpzir, ~ ~~g &Olswffinn Tdu4dd, Cheruthoni dam is 1ocated at about 600 n-~etre aibove sea-level. From Chrs,ruthOni dam a lirta, has to be drawrc and rorrciuded iri Vypin, a small town 6ocated at a distance of 100 km and 200 metre near s8s shore.
7dulgiei dam is tvcat.ed at 600 metre above sea tevel. The distance tseL-vveen Idukki and Vypin io 100200 Metre. Here the slape ia 167 times tfie height (167 x600 =
100200}. Here the slops is more than 60 tlmes. T"he hasi}ht ie. i67 times the height distance, dae rcrce and rpm of +~~ater w,tiil han redcsceci. Therefore we should increase the diameter of the pipe. Therefore this fine must ba 'tnst-alfed with 200 mm x 8 inch dismeter pipe having 500 rpm, 2Ã{W per hour gener-ator.
7'n-e tGt;i distBn:ce is IOD fa'rf. ars=d ZCO rr i::. =C02G-Srrt. f7Jstar;::e i~~~i G-enerator is 10 M, Therefom, the total fUo, of generator to be installed are:
(100200110=10020), The Etectricity praduccian by this 10020 generai:ars will be 20040 csnit. The ~iater used to rotate one gen-zrstor and 100010 g-zaerators will be the same 162000 litres. Therefdre, water neede-d to produce one unit of electricity is 8 litre and 80 M.L. (162000 - 20040 = 8.08) Height 600 Mtr.
s!a e I degree 600 m Multiple X 167 i_en t!"i 100.200 km 100200 i:itr.
Speed 1. 3.33 MIu Ã3nccnrrected Speed 11 1.67 M& {dcrnnected.
Force 1 10800 i_ H.5E:3Q
Force ZI 108 L/H 10 M, connected R.P,M Ratatrcan r inuke 50Ct Usage Water I uantii. used) 324000 i./H (one 2 kwh ener-atar only) Usage Watier IT 162000 ijh r.onnecd Centi Group i00 Connections 10020 2 kw/h ASternator Megawatt per hour 2M4 MWJh (20040 tlnft~/h Unit of Water used 8.08 L/h (S Litre 800 Mitti titre Unit Amount 15000 P--, Plant Amount Rs. 30,06,00,000/-Megawatt per day 481 rr,va C~ 4-80960 Units -er day) Ve3oci 10 meter, IdukiÃi - Vypeen line height io about 600 M ab-ol c zTea level, 50 i?me: more than lahrs height is 30,0E30 M (600 x 50 = 30,000. 30 itm.) Vfhert 30,000 ia7 is 4araveied dowrl from the siops, the des-pr s will hea equal to the height of 600 m,. From this point onward, thcn the deepariess wiil ba same at any stretch of disti I mce. This is because 50 times siopas will ba- ending at that point.
(100200110=10020), The Etectricity praduccian by this 10020 generai:ars will be 20040 csnit. The ~iater used to rotate one gen-zrstor and 100010 g-zaerators will be the same 162000 litres. Therefdre, water neede-d to produce one unit of electricity is 8 litre and 80 M.L. (162000 - 20040 = 8.08) Height 600 Mtr.
s!a e I degree 600 m Multiple X 167 i_en t!"i 100.200 km 100200 i:itr.
Speed 1. 3.33 MIu Ã3nccnrrected Speed 11 1.67 M& {dcrnnected.
Force 1 10800 i_ H.5E:3Q
Force ZI 108 L/H 10 M, connected R.P,M Ratatrcan r inuke 50Ct Usage Water I uantii. used) 324000 i./H (one 2 kwh ener-atar only) Usage Watier IT 162000 ijh r.onnecd Centi Group i00 Connections 10020 2 kw/h ASternator Megawatt per hour 2M4 MWJh (20040 tlnft~/h Unit of Water used 8.08 L/h (S Litre 800 Mitti titre Unit Amount 15000 P--, Plant Amount Rs. 30,06,00,000/-Megawatt per day 481 rr,va C~ 4-80960 Units -er day) Ve3oci 10 meter, IdukiÃi - Vypeen line height io about 600 M ab-ol c zTea level, 50 i?me: more than lahrs height is 30,0E30 M (600 x 50 = 30,000. 30 itm.) Vfhert 30,000 ia7 is 4araveied dowrl from the siops, the des-pr s will hea equal to the height of 600 m,. From this point onward, thcn the deepariess wiil ba same at any stretch of disti I mce. This is because 50 times siopas will ba- ending at that point.
i~csr ._vthrw~ SO brrgr hcight 1':spe L~e cart'c---_ cz'cu;late:i b'y mulbpdy:ng 2 cm. far every Z met-e. 1=or= exampte, in a 50 times more siop--y at 1500 rrEetre. The dezpne,45 ziiil be 30,000 cm. ie. 300 rr, (150{# x 2 =_31-Specia{ features of ene Invenijon Rincse power sysinm plant is to tc- instailed on the hanks of rNtrrside~. So t-rerefore, 'ba find out asaaitable place ewe have to insia~.~c.t bath the Tivet- sif3e at'che river arigin.
We have to make a total estfmate of how much length of pips is needed how much a!'terraatrrrs must ise insmiied at every 10 m. distance, fittiirrg (pumps, boxes, ualves, L-FDwo, Gonnectors).There should be a tank cons'crtacb-a1 at the end point of the line to store fresh water rahich is disposed by this 9ine.
T~!IK Con~t~~ ~~n A rcctar;gu(ar pit of 35 m iertgrh and 30 m, breadth havirig 2 fe~.t depth has 6 be constructed and granite stone is to be iaid in that pit for srsertgthereing the foundation. Six inch thickmess of concrete is to he laid above th's fouredation. Above the concrete a rectangular wall is to bv bui1t using granite sterte. Tlte dtmension of the t5nÃc is 35 mlength,. 30 m breadth and 2 feet width and a heiaht of about 1.5 m. Inside portion and Liottom portion of the t-ank has to be well cement~-'d and light gra-sn coIour ceramic tile must !ae pasted o This tank must have the capacity to s-tore the 39 lakhs litre water which is disposed by the line in 24 haurs. The water filled in this tank per day must b-e disposed on that t4ay itse(f.
Materials needed for construt-~i'on of plant are fittings, instruments neez3ed for fitting, G.I, Pipe of 10 T-11tr. Lenct~~ 2 k-rfiin/t~ ~ltern.ators (mU-.~t -e c,,-xiered ar~d ma:d.-), 4 inch sucb-or~ 4 inch distribud-on pumb witt-r air vaf we. Mcdet of Tanif and Spscialiy mac~e part ins'rrurnents required for this invention are shown in drawing (Fig. flos. 7 to 22).
FiAng of "&VsSreiats Bulb shaped foot vaive and one connector ha~ to be connected v.rgether and after that joining 14ffitr. length pipe has to be connected to this connector. Then one..
more connector is ts f-- conrs~ted with pips. To tili~ FoCtin~ ~gain one more 10 Mtr.
length pipa is to be rxinnecbed. T'hc-ri connect an L bow to this aiong with cnnnectar. To this L bow cnnnect a one Mtr. pi-pe above. This is to be ta6cer+
and to be instaiied peri-..endicugar to the water L-cdy (Foot Valve: porrtion should be immemied insi;x~: Lhe water).
irixir~g proc;:.;dure of rnaterials are shown as Figt!re Nos. 23 to 30, The deepness of the watr;;r body should be noted and accardinc, to the deepness the length pipes are tn ~a connected.Far Eg. Here two length pip-e is to bv fittetf. When thes Iooregth papa is fitted to the watar body, care must b~2 taikc-n ro piace the fwt valve 3 mtr. from the c}ay level. This is in order to prevent the suction of the ciay, Foot Valve is p1aced in the i'SCatirorp and in order to prevent the variations in the w-ater leve0 through -the pipe, it c,n be seen from Figure No.31.
Then fit q" inch vaive F.:) 'he nne Mtr. pipe which is prcrtrcrdiing out way (See Fig.
To this waivs (ai:ove one) connect a pipe of 4 iticfl length (.Sw=a Fig.
i+,io.33) Connect a connector to the above fitted C' pipe (See Fig.P1o. 34) To ttri~5 crartn=~~, crne ~~ 4 ~- .c rj"-n~e: 'i ;-yrd : -, t~~a r~erqi'"n cf 'T"
must La- tfy o inz-h. (Sva Fig. Wa.3 S) Conn8r-t a 2 ir-.c-ii tratf~e to Llis 2 irch piixv on the 'T' (S Fig. No. 36) To the above 'T' connector, connect a connector at the othcr end Fig, No. 37) Take an L bow place it ir a 4 inch planch. Tne ho3es in the purnp's ptanch (pump is fitti-zd iri fi.he Eaoitam) and holes of khe 1='- Planch mu~ be equal in position and the L
bow must be placed car;-ectip. The pump is fiL~3 a>r a partacu{ar {evei. The L-bow Planch is ccinnectcd to the Connector, connected after the 2 ii3ch vatue. The Ptanch pasitian must be ptacec} downwards. (See i"zg. No. 39) ~ow iEitce the ftrst pump anci connect-a its upwards deliefer~~ portion planch to the L-txaw ptanch which is facing downwards. Using washer, Aeltak without the teakage of water, shocatd careÃutty joint it, it should be fixed air i:'ightty with nut and botts.
( x :a Fig. No. 40) Take an 10 m long pipa and connect a cOnnecOr to ane eneI ancf fit a L-bow arfci Pianch. (See Fig. Na. 41).
This is cnr-nected,to tha Receiver portion of first pump. (See Fig. Na. 42) To this fix a L-Bow fitte-d with cnnnectors ai= both end iri such a way that ii=shautd f3e in the c~~posite dirccdvn of the L-Bc,w which -s connected tD the receiver portion.
~~e Fig. No. 43) 1c- this corrnactor 4 x 2 - 'T" ,ech portion ar Tcsn~~~ct 2 inch rrafue. To the 4 inch porton of T" cann:. ~ci ta this canneetor, cannecta L Bow with pslanch. Planch must be fi+ s-Js pasii:iaii. (See Fig. ILcs. 4-4) To this ttilartch cannr tiia seconii nse deti LLrczlry pattion 1s, connected tci the Planch. (Ses- Fig. Vo. 45) Like the pattem given in the ffaurs tinc carntr.g out frorr~ ~~e sc-cond pump is c~;1r~~ to Eh~ and of t'rE T"aird PurrTV ar;:d the ifric- ramfrg fr", ~
receiver portion of Third Pump is connected to the delivery porlaon of fourth pump.
T'nat nieans line corrtmemGirrg from isop is fitted to D:s~eri p,-Ttcrz and ~ir~e ogc4ng out i:s f=rtte-d to the re-cet,rer pordan. Or ~-- w-a-Ãer c=incr. down is entered ÃO the pump through rci clciivery portion and flown out through the receiver portion.
Like this manner, continuously place the pump till the fresh water lake. The erzd portion of the last length pipe should be placed inside the iake:.
Schematic diagram of pcrrnps fixed from Reser-voir to Tank can i~e seen in F"ig.Mo.
46.
Since the topography of iand is different in differerrt piaces. (There may be places with more curvature and less Curvature, also steap and low lying iands). There will be difference in the degrees of cone of L.Bows.
Since the Line pass Ulrough different types o(r path kyig Z,-.g, sIope, steep paths, plairas) the fiWngs there arrd pipe 9engths will atso be ciaaar'ig~ud.
A 4 inch e-aive is connected to the L bow coming out fr-orn the Recei-ver pe-ri:ic+n of 5"' Pump. In this manner at the receiver pordon of 10th purnpp 15'' purnp, 20th pump and up to res--rvoir we shouid piace the 4 lnch vaive by 1~sping the specific distance.
of Firstly construct a contyoi room near the reservoir. From tiiiere- asingle line (1 positive ar,d I negative iine) is drawn till the end of Plant fine near the fresh water Lank. At every 10Mtr. distance pump, fit a single 1ight nerar tx) it.
A controller should be appointc-J, to give signais a'c c-ach stogs. The' On -off ' switch of this lights will be in the control room. This signai iight iinc will ie connect.-d to a ei-Ltronic kc-y 4-oard to check, the disordc-rs in the alt-arr~ators Fitr-sd or ol~her pairis by ~- ,3r~g the bufI;tss oir bJ -rrrafdr~ affarm. The s;:grLzi I-lr,e can -;=,,=arz-tl.-~ by u~n~.-=
electricity from the exi ,kir,g line or from a battery operated inve.rter, Mcdel diagr-dm of Pumps fitcec.1 with Signal light can be sessn in Fi.g. Nlo.
47.
We can aiso fit the modem signal ligf-it system.
Firstly open all the air valves of'pumfas fitted to this line and also the 4 inch valve and 2 inch valves. After that tightly Oase the 4 inch valve nezir the tank at the end of the Plant line. Then fill the water in th- 2 inch valve on dhe top of the pump.
Check that no air is inside the line from main valve to irhis 2 inch valve and if there is no air close the air valve of pump and then carefully close :he 2 inch valve.
. , , After,that fil'I, water, in the 2 inch valve above this; point and do ~ne same procedures as rloi'ie before. (Check for water leakage in any part of the o~ the line and if there is any (ealcage it should be removed). This procedure is done for the next 2 inch valve above this point and like this manner every 2 inch valve is filled with v,rater and the air valve of isumfa is cimed followed by the closure of 2 inch valve.
When v~ti{ater reaches every main valve, it should be carefully olosed. VVater should be pourc-d and filled in the lines up to the pifsLi, which is it=nrncrsed into the reservoir(ie.
Up to foot valve we have to fill the v,rater) Schematic diagrarn of control room can be seen in Fig. No. 48.
Like the above mentioned way the 2 consecutive main vE-dvr--5 (4 Inch valves) are close-d and water is= filled in th-e 5 vaiv-s in bstw=:;an this valves and close the air valve of pumps and the valves are also closed by filling water in full amount.
Long plant line there will be about 10000 pumps, 2000 main, valves and 10000 2 inch valves (valves are fitted only for filling water).
Aftar filling ~atp-r compfeelv in a!t the =ral~+~~, ar, individua1$houfci be appoir,w at the main valve (1 person for S pumps). T'hey are pla~cad irr c;,~~r to chxktho--ivorldng of the pumps. 0-nly during the initial tinie vie need this much sequence of PersonrTel, When plant begins to operate i-he-plant line traill be corfnected to the computer placed in the corriputer room. Therefcra ih a mirtufz~ dis-order can be d~~d at the control rcom so, we ne,--A only 3 i=rrgineers-, 2Controllers.
7herefore, tratal rrmanpov,er required is 5 persons.
After that signa{ light switch is ON from the r::cnu-cl Roorn, when the light is ON all the 1000 vaives are c,paned. When the Water re--ichss the t2nk from the reservoir by th6 worlang of pumps the Signal lights are OFF and a11 valuc:s are closed.
"t'hers is a chanr.e for the A#'r.ernator (cumul~tive cornpound 2 kvilhr. 8 Ampere 250 volt (2000 volt arr+pare singie phase, 1500 rpm) to burn out due to.tfia intense heat caused by coni:rinuous working. Therefore an altemator with cooling system is placed in the fibre box The shaft of the altarnator prstruding ou~w;jrd the box is tighiJy connected to the bearing hole of pump, After that the cover of the box is ta-geri and, the 2 e(ectric lines (+vef -ve) are drawn outvvarcis through t-re 2 holes in the cover of the box.
The box is rovered tightfy. (See Fig No. 4=9, 50 Zt 51).
The box is covered in orcler to prevent rnoistxare. l:rke this way connect the aftemator to the each pump in the line. The capacity and vck arnp-ere of all the alfernators i:ittsd must er:: the same. The ele-ctr"ictty produced from asingle phases alternatr,ar is grouped to 10Ot7 aiternatctrs, after trial para9iely connect all the 1000 aItc-rnators in a group. A sprcial typ-- of c,=able is manufac'nsrid for 8000 ampere of current. To one cabte the posifiive ~rire of ali:ematDr and fo ancat'ner cable the negai:ive va+ire of altemator is connected using alkaparsol (bleicic lead, white lead, cadmium, there are the mixture of allopar-sol) Tfr-es-= t-rro tr;;es ar~ rx-nrec~ed to t4e 250 V s,_c-rzdary and ther&rcm 11,000 volt primary of ir,ie s~p up transforrrter. For aver',+ 1000 alt~~-mamr grou~ a sat ;~p tran~ormer to b e instalied.
8000 A current is canveri:ed to 180 A and 1'-000 Volt (UG x LPE 180 A !1000 V.
This is passed through aundergrotanci cable and distr-ibuted to indu.s=tries and tctd-4--hous~- which are far away from genc-raicor. 7f#7is is recfuced 1.7y using step down transi'ormer. This systert- can be ccirtnectr--d to the presen~ current suppiying system.
By fiWing a3 phase aiter nator thLz eiemicizy {aroduced from each atternator can be supplied to different hou,,ses and shops. By usirig this t~zhniqui~ (3 phasa alteniator}
there will not be any tise of step up and step down b-ansf'orrnc:r.
Dc-tails of Plant accessori~ fitted from reservoir to fresh water tank (Group the altemators to a100 Mos. group and give code No. to each grOupr qrarup of v,alvesr speed of viater, pressure of water, wesrtcing condition of purnps and alternafvrs) shvutd be. fed into the mcA rnodem computer placed in the Control Room. AJI
the vdorics, should ba cnnnected to tho computer using wir---16ssly or by using wire: The cerrnputer should have the facility ta i(riow #:hc-, minr~ts- defectof thEB
line.
After that switnc on the signal' light and open the rnain valver now the Rinue Power Systern has began to work. In case if the syst..:m is to be!;toiap: dr we can do it by the clasure of vatvc- near the rcservoir, valve in the c-enter4half the total No. of valves) and lasi7 vaive fitted near the tanic. We can cOrnpieWy stop i=he system by c{osing tJie ab-cve mentioned 3 valves and alsss we can again restart the systern by opening th~ 3 valves. This systern does not cauva any hrarm Ln th. -rzvironment and also it can ba used for centuries. (Fig. No.52.) 40% of the efe:,~ricity in our coun" is prczducad by Hy dal Rower. If we increase this proLiuction tr one and half times mcm -we co-n FavA the marF==y vihich Yie spend for fueis and atso we will have surplus amount of electricity. But Rinue Power sysbem vvill increase the current production up to 75 times. If this system is used in our country after dcducting the daiiy usage of current, 72 and a half times daily usage of currcnt is 6eft.
If this system is placed along the Himalayan Originating Rilrers like river Sindhu, Ganga, Bhrarrtaputhra, which are situated at about 7000 fcet, above sea level, the waf:er reciuired to produce one uriit of eleci:rtici4f will be 2 titrc and 320 millili&e.
That means after the usage of current by our couni<ry 184 and a half tames current will be balance.
This batance etect fcitty can be usati in place of ccoking by in t ' iousehalds and hote[s, by replacing ZPG, Kertasene, Fire-tnroods, coai ei:c. Thus we: can save the money spend fo,r the fuels. So the money spend for fueis can be saved and can be used for the progress of our country.
We have to make a total estfmate of how much length of pips is needed how much a!'terraatrrrs must ise insmiied at every 10 m. distance, fittiirrg (pumps, boxes, ualves, L-FDwo, Gonnectors).There should be a tank cons'crtacb-a1 at the end point of the line to store fresh water rahich is disposed by this 9ine.
T~!IK Con~t~~ ~~n A rcctar;gu(ar pit of 35 m iertgrh and 30 m, breadth havirig 2 fe~.t depth has 6 be constructed and granite stone is to be iaid in that pit for srsertgthereing the foundation. Six inch thickmess of concrete is to he laid above th's fouredation. Above the concrete a rectangular wall is to bv bui1t using granite sterte. Tlte dtmension of the t5nÃc is 35 mlength,. 30 m breadth and 2 feet width and a heiaht of about 1.5 m. Inside portion and Liottom portion of the t-ank has to be well cement~-'d and light gra-sn coIour ceramic tile must !ae pasted o This tank must have the capacity to s-tore the 39 lakhs litre water which is disposed by the line in 24 haurs. The water filled in this tank per day must b-e disposed on that t4ay itse(f.
Materials needed for construt-~i'on of plant are fittings, instruments neez3ed for fitting, G.I, Pipe of 10 T-11tr. Lenct~~ 2 k-rfiin/t~ ~ltern.ators (mU-.~t -e c,,-xiered ar~d ma:d.-), 4 inch sucb-or~ 4 inch distribud-on pumb witt-r air vaf we. Mcdet of Tanif and Spscialiy mac~e part ins'rrurnents required for this invention are shown in drawing (Fig. flos. 7 to 22).
FiAng of "&VsSreiats Bulb shaped foot vaive and one connector ha~ to be connected v.rgether and after that joining 14ffitr. length pipe has to be connected to this connector. Then one..
more connector is ts f-- conrs~ted with pips. To tili~ FoCtin~ ~gain one more 10 Mtr.
length pipa is to be rxinnecbed. T'hc-ri connect an L bow to this aiong with cnnnectar. To this L bow cnnnect a one Mtr. pi-pe above. This is to be ta6cer+
and to be instaiied peri-..endicugar to the water L-cdy (Foot Valve: porrtion should be immemied insi;x~: Lhe water).
irixir~g proc;:.;dure of rnaterials are shown as Figt!re Nos. 23 to 30, The deepness of the watr;;r body should be noted and accardinc, to the deepness the length pipes are tn ~a connected.Far Eg. Here two length pip-e is to bv fittetf. When thes Iooregth papa is fitted to the watar body, care must b~2 taikc-n ro piace the fwt valve 3 mtr. from the c}ay level. This is in order to prevent the suction of the ciay, Foot Valve is p1aced in the i'SCatirorp and in order to prevent the variations in the w-ater leve0 through -the pipe, it c,n be seen from Figure No.31.
Then fit q" inch vaive F.:) 'he nne Mtr. pipe which is prcrtrcrdiing out way (See Fig.
To this waivs (ai:ove one) connect a pipe of 4 iticfl length (.Sw=a Fig.
i+,io.33) Connect a connector to the above fitted C' pipe (See Fig.P1o. 34) To ttri~5 crartn=~~, crne ~~ 4 ~- .c rj"-n~e: 'i ;-yrd : -, t~~a r~erqi'"n cf 'T"
must La- tfy o inz-h. (Sva Fig. Wa.3 S) Conn8r-t a 2 ir-.c-ii tratf~e to Llis 2 irch piixv on the 'T' (S Fig. No. 36) To the above 'T' connector, connect a connector at the othcr end Fig, No. 37) Take an L bow place it ir a 4 inch planch. Tne ho3es in the purnp's ptanch (pump is fitti-zd iri fi.he Eaoitam) and holes of khe 1='- Planch mu~ be equal in position and the L
bow must be placed car;-ectip. The pump is fiL~3 a>r a partacu{ar {evei. The L-bow Planch is ccinnectcd to the Connector, connected after the 2 ii3ch vatue. The Ptanch pasitian must be ptacec} downwards. (See i"zg. No. 39) ~ow iEitce the ftrst pump anci connect-a its upwards deliefer~~ portion planch to the L-txaw ptanch which is facing downwards. Using washer, Aeltak without the teakage of water, shocatd careÃutty joint it, it should be fixed air i:'ightty with nut and botts.
( x :a Fig. No. 40) Take an 10 m long pipa and connect a cOnnecOr to ane eneI ancf fit a L-bow arfci Pianch. (See Fig. Na. 41).
This is cnr-nected,to tha Receiver portion of first pump. (See Fig. Na. 42) To this fix a L-Bow fitte-d with cnnnectors ai= both end iri such a way that ii=shautd f3e in the c~~posite dirccdvn of the L-Bc,w which -s connected tD the receiver portion.
~~e Fig. No. 43) 1c- this corrnactor 4 x 2 - 'T" ,ech portion ar Tcsn~~~ct 2 inch rrafue. To the 4 inch porton of T" cann:. ~ci ta this canneetor, cannecta L Bow with pslanch. Planch must be fi+ s-Js pasii:iaii. (See Fig. ILcs. 4-4) To this ttilartch cannr tiia seconii nse deti LLrczlry pattion 1s, connected tci the Planch. (Ses- Fig. Vo. 45) Like the pattem given in the ffaurs tinc carntr.g out frorr~ ~~e sc-cond pump is c~;1r~~ to Eh~ and of t'rE T"aird PurrTV ar;:d the ifric- ramfrg fr", ~
receiver portion of Third Pump is connected to the delivery porlaon of fourth pump.
T'nat nieans line corrtmemGirrg from isop is fitted to D:s~eri p,-Ttcrz and ~ir~e ogc4ng out i:s f=rtte-d to the re-cet,rer pordan. Or ~-- w-a-Ãer c=incr. down is entered ÃO the pump through rci clciivery portion and flown out through the receiver portion.
Like this manner, continuously place the pump till the fresh water lake. The erzd portion of the last length pipe should be placed inside the iake:.
Schematic diagram of pcrrnps fixed from Reser-voir to Tank can i~e seen in F"ig.Mo.
46.
Since the topography of iand is different in differerrt piaces. (There may be places with more curvature and less Curvature, also steap and low lying iands). There will be difference in the degrees of cone of L.Bows.
Since the Line pass Ulrough different types o(r path kyig Z,-.g, sIope, steep paths, plairas) the fiWngs there arrd pipe 9engths will atso be ciaaar'ig~ud.
A 4 inch e-aive is connected to the L bow coming out fr-orn the Recei-ver pe-ri:ic+n of 5"' Pump. In this manner at the receiver pordon of 10th purnpp 15'' purnp, 20th pump and up to res--rvoir we shouid piace the 4 lnch vaive by 1~sping the specific distance.
of Firstly construct a contyoi room near the reservoir. From tiiiere- asingle line (1 positive ar,d I negative iine) is drawn till the end of Plant fine near the fresh water Lank. At every 10Mtr. distance pump, fit a single 1ight nerar tx) it.
A controller should be appointc-J, to give signais a'c c-ach stogs. The' On -off ' switch of this lights will be in the control room. This signai iight iinc will ie connect.-d to a ei-Ltronic kc-y 4-oard to check, the disordc-rs in the alt-arr~ators Fitr-sd or ol~her pairis by ~- ,3r~g the bufI;tss oir bJ -rrrafdr~ affarm. The s;:grLzi I-lr,e can -;=,,=arz-tl.-~ by u~n~.-=
electricity from the exi ,kir,g line or from a battery operated inve.rter, Mcdel diagr-dm of Pumps fitcec.1 with Signal light can be sessn in Fi.g. Nlo.
47.
We can aiso fit the modem signal ligf-it system.
Firstly open all the air valves of'pumfas fitted to this line and also the 4 inch valve and 2 inch valves. After that tightly Oase the 4 inch valve nezir the tank at the end of the Plant line. Then fill the water in th- 2 inch valve on dhe top of the pump.
Check that no air is inside the line from main valve to irhis 2 inch valve and if there is no air close the air valve of pump and then carefully close :he 2 inch valve.
. , , After,that fil'I, water, in the 2 inch valve above this; point and do ~ne same procedures as rloi'ie before. (Check for water leakage in any part of the o~ the line and if there is any (ealcage it should be removed). This procedure is done for the next 2 inch valve above this point and like this manner every 2 inch valve is filled with v,rater and the air valve of isumfa is cimed followed by the closure of 2 inch valve.
When v~ti{ater reaches every main valve, it should be carefully olosed. VVater should be pourc-d and filled in the lines up to the pifsLi, which is it=nrncrsed into the reservoir(ie.
Up to foot valve we have to fill the v,rater) Schematic diagrarn of control room can be seen in Fig. No. 48.
Like the above mentioned way the 2 consecutive main vE-dvr--5 (4 Inch valves) are close-d and water is= filled in th-e 5 vaiv-s in bstw=:;an this valves and close the air valve of pumps and the valves are also closed by filling water in full amount.
Long plant line there will be about 10000 pumps, 2000 main, valves and 10000 2 inch valves (valves are fitted only for filling water).
Aftar filling ~atp-r compfeelv in a!t the =ral~+~~, ar, individua1$houfci be appoir,w at the main valve (1 person for S pumps). T'hey are pla~cad irr c;,~~r to chxktho--ivorldng of the pumps. 0-nly during the initial tinie vie need this much sequence of PersonrTel, When plant begins to operate i-he-plant line traill be corfnected to the computer placed in the corriputer room. Therefcra ih a mirtufz~ dis-order can be d~~d at the control rcom so, we ne,--A only 3 i=rrgineers-, 2Controllers.
7herefore, tratal rrmanpov,er required is 5 persons.
After that signa{ light switch is ON from the r::cnu-cl Roorn, when the light is ON all the 1000 vaives are c,paned. When the Water re--ichss the t2nk from the reservoir by th6 worlang of pumps the Signal lights are OFF and a11 valuc:s are closed.
"t'hers is a chanr.e for the A#'r.ernator (cumul~tive cornpound 2 kvilhr. 8 Ampere 250 volt (2000 volt arr+pare singie phase, 1500 rpm) to burn out due to.tfia intense heat caused by coni:rinuous working. Therefore an altemator with cooling system is placed in the fibre box The shaft of the altarnator prstruding ou~w;jrd the box is tighiJy connected to the bearing hole of pump, After that the cover of the box is ta-geri and, the 2 e(ectric lines (+vef -ve) are drawn outvvarcis through t-re 2 holes in the cover of the box.
The box is rovered tightfy. (See Fig No. 4=9, 50 Zt 51).
The box is covered in orcler to prevent rnoistxare. l:rke this way connect the aftemator to the each pump in the line. The capacity and vck arnp-ere of all the alfernators i:ittsd must er:: the same. The ele-ctr"ictty produced from asingle phases alternatr,ar is grouped to 10Ot7 aiternatctrs, after trial para9iely connect all the 1000 aItc-rnators in a group. A sprcial typ-- of c,=able is manufac'nsrid for 8000 ampere of current. To one cabte the posifiive ~rire of ali:ematDr and fo ancat'ner cable the negai:ive va+ire of altemator is connected using alkaparsol (bleicic lead, white lead, cadmium, there are the mixture of allopar-sol) Tfr-es-= t-rro tr;;es ar~ rx-nrec~ed to t4e 250 V s,_c-rzdary and ther&rcm 11,000 volt primary of ir,ie s~p up transforrrter. For aver',+ 1000 alt~~-mamr grou~ a sat ;~p tran~ormer to b e instalied.
8000 A current is canveri:ed to 180 A and 1'-000 Volt (UG x LPE 180 A !1000 V.
This is passed through aundergrotanci cable and distr-ibuted to indu.s=tries and tctd-4--hous~- which are far away from genc-raicor. 7f#7is is recfuced 1.7y using step down transi'ormer. This systert- can be ccirtnectr--d to the presen~ current suppiying system.
By fiWing a3 phase aiter nator thLz eiemicizy {aroduced from each atternator can be supplied to different hou,,ses and shops. By usirig this t~zhniqui~ (3 phasa alteniator}
there will not be any tise of step up and step down b-ansf'orrnc:r.
Dc-tails of Plant accessori~ fitted from reservoir to fresh water tank (Group the altemators to a100 Mos. group and give code No. to each grOupr qrarup of v,alvesr speed of viater, pressure of water, wesrtcing condition of purnps and alternafvrs) shvutd be. fed into the mcA rnodem computer placed in the Control Room. AJI
the vdorics, should ba cnnnected to tho computer using wir---16ssly or by using wire: The cerrnputer should have the facility ta i(riow #:hc-, minr~ts- defectof thEB
line.
After that switnc on the signal' light and open the rnain valver now the Rinue Power Systern has began to work. In case if the syst..:m is to be!;toiap: dr we can do it by the clasure of vatvc- near the rcservoir, valve in the c-enter4half the total No. of valves) and lasi7 vaive fitted near the tanic. We can cOrnpieWy stop i=he system by c{osing tJie ab-cve mentioned 3 valves and alsss we can again restart the systern by opening th~ 3 valves. This systern does not cauva any hrarm Ln th. -rzvironment and also it can ba used for centuries. (Fig. No.52.) 40% of the efe:,~ricity in our coun" is prczducad by Hy dal Rower. If we increase this proLiuction tr one and half times mcm -we co-n FavA the marF==y vihich Yie spend for fueis and atso we will have surplus amount of electricity. But Rinue Power sysbem vvill increase the current production up to 75 times. If this system is used in our country after dcducting the daiiy usage of current, 72 and a half times daily usage of currcnt is 6eft.
If this system is placed along the Himalayan Originating Rilrers like river Sindhu, Ganga, Bhrarrtaputhra, which are situated at about 7000 fcet, above sea level, the waf:er reciuired to produce one uriit of eleci:rtici4f will be 2 titrc and 320 millili&e.
That means after the usage of current by our couni<ry 184 and a half tames current will be balance.
This batance etect fcitty can be usati in place of ccoking by in t ' iousehalds and hote[s, by replacing ZPG, Kertasene, Fire-tnroods, coai ei:c. Thus we: can save the money spend fo,r the fuels. So the money spend for fueis can be saved and can be used for the progress of our country.
Claims (7)
1. Rinue Power System by which Electricity can be generated by installing pipe having particular measurement from a place having higher altitude from Sea Level to a place having lower altitude from Sea Level and water has to be pumped through this pipe and generators will have to, be installed at every Mtrs. Distance,
2. The Rinue Power System as claimed in Claim No.1 wherein the pipe to be installed has to be in slanted position having a particular slope so as to flow the water through the pipe and to rotate the generator. By this system the water needed for production of the Electricity will be less than the present Hydel Power System.
3. The Rinue Power System as claimed in Claim No.1 wherein the length of the pipe increases, along with the increase in- width of the pips, then the force of the water will decrease. The amount of water will remain same where the length and width of the pipe increase or decrease.
4. The Rinue Power System as claimed in Claim No.1 wherein the water needed to rotate one generator, we can up rate 50 generators at 1500 rpm. and can generate 100 Units of Electricity in one hour.
For eg. If there is a 500 m slope line, the water used to produce the 100 units of electricity is 3,24,000 litres. Therefore the water needed to generate one unit of electricity is 3240 litres.
For eg. If there is a 500 m slope line, the water used to produce the 100 units of electricity is 3,24,000 litres. Therefore the water needed to generate one unit of electricity is 3240 litres.
5. The Rinue Power System as claimed in Claim No.1, when the height of the place where the pipe has to be installed increases, the distance of slope will also be increased. When the distance of slope increase, the number of generators to be connected will also be increased. This in turn accelerate the production Unit of electricity, When Electricity production increases, the partition of water molecules increase; that means, the water needed tn produce one unit of electricity will be much reduced.
6. The Rinue Power System as claimed in Claim No.1 by which the principle can be made use of by installing a pipe having 4 inch dia is to be installed from Ooty Boat House to a place 104 k.m,. away at Coimbatore, the altitude of Ooty Boat House is 2286 mtr. from the Sea level and that of Coimbatore is 16 mtr. from the Sea Level. The total number of generators to be connected in this 104 km. Line will be 10,400 numbers. The water to be used by one Generator in one hour will be 162000 Litres. The water used to rotate this generator can be used to rotate all other 10400 generators having the capacity of 2 kw. each., water needed to rotate one generator will be 15 litres and 600 ml. The electricity produced by one generator will be 2 unit and therefore electricity generated by all the 10400 generators will be 20,800 Units. The water used to produce this much unit (20800 Units) will be 1,62,000 litres. Therefore the water needed to produce one unit will be
7.800 litres.
7. The Rinue Power System as claimed in Claim No. 1 by which the principle can be made use of by installing a pipe having 4 inch diameter is to be installed from Iduldd to a place 100.2 k.m. away at Vypin. The total number of Generators to be connected in this distant line will be 10020 Nos. The water to be used by one Generator in one hour is: 1,62,000/- litrs. The Electricity produced by one Generator will be 2 units and therefore electricity generated by all the generators (10200 × 2) will be 20,040 Units. The water used to produce this much Unit will be 1,62,000 liters. The water needed to produce one Unit of electricity is 8.08 Liters.
7. The Rinue Power System as claimed in Claim No. 1 by which the principle can be made use of by installing a pipe having 4 inch diameter is to be installed from Iduldd to a place 100.2 k.m. away at Vypin. The total number of Generators to be connected in this distant line will be 10020 Nos. The water to be used by one Generator in one hour is: 1,62,000/- litrs. The Electricity produced by one Generator will be 2 units and therefore electricity generated by all the generators (10200 × 2) will be 20,040 Units. The water used to produce this much Unit will be 1,62,000 liters. The water needed to produce one Unit of electricity is 8.08 Liters.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| IN863/CHE/04 | 2004-08-26 | ||
| IN863CH2004 | 2004-08-26 | ||
| PCT/IN2005/000281 WO2006021975A1 (en) | 2004-08-26 | 2005-08-23 | Ready hydel power system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA2577896A1 true CA2577896A1 (en) | 2006-03-02 |
Family
ID=35967200
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA002577896A Abandoned CA2577896A1 (en) | 2004-08-26 | 2005-08-23 | Rinue power system |
Country Status (4)
| Country | Link |
|---|---|
| EP (1) | EP1797243A1 (en) |
| CA (1) | CA2577896A1 (en) |
| GB (1) | GB2431438A (en) |
| WO (1) | WO2006021975A1 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102007026277A1 (en) * | 2007-06-05 | 2008-12-11 | Voith Patent Gmbh | Hydropower plant |
| CN102704535B (en) * | 2011-06-27 | 2014-07-30 | 林修和 | Efficient meter for hydraulic pipeline design |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09177654A (en) * | 1995-12-22 | 1997-07-11 | Koken Boring Mach Co Ltd | Multistage hydraulic power plant |
| JP2000120053A (en) * | 1998-10-14 | 2000-04-25 | Taizo Okumura | High efficiency hydroelectric power generation system by continuous artificial falls-like construction |
| FR2839121A1 (en) * | 2002-04-29 | 2003-10-31 | Jean Louis Marec | Hydraulic circuit regulated by iron pipes with water take-off at the top of an existing dam, uses turbines at different heights on face of dam fed by pipes from the top of the dam, with valves allowing each turbine to be bypassed |
| UA61220A (en) * | 2002-09-05 | 2003-11-17 | Oleksandr Arkadiiovyc Verkhman | Hydro-energy complex for mountain regions |
-
2005
- 2005-08-23 EP EP05788453A patent/EP1797243A1/en not_active Withdrawn
- 2005-08-23 CA CA002577896A patent/CA2577896A1/en not_active Abandoned
- 2005-08-23 WO PCT/IN2005/000281 patent/WO2006021975A1/en active Application Filing
-
2007
- 2007-02-02 GB GB0702088A patent/GB2431438A/en active Pending
Also Published As
| Publication number | Publication date |
|---|---|
| EP1797243A1 (en) | 2007-06-20 |
| GB2431438A (en) | 2007-04-25 |
| GB0702088D0 (en) | 2007-03-14 |
| WO2006021975A1 (en) | 2006-03-02 |
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