COMPLETE SPECIFICATION:

Title of the lnvention:"SINK AND MOVABLE HYDROPOWER PROJECT-2"

Field of InventionrGenerating Electric Power.

This invention can implement in the Ocean or where the water stores with 200 or more than 200 feet depth.

There are someTnodels in my project I will explain one after another.

Behind this Invention the basic principle is

1. To sink any sealed container (cylinder, rectangular , square, sphere etc., ) into the water some weight is required.

2. When you keep the required weight inside the container it sinks into the water.

3. Any object it loose the some weight when it is in the water.

4. Any object pulling , pushing, lifting, carrying in the water is very easy than in the air.

5. Based on above conditions I selected the power generation in the Ocean.

MODEL NO 1 (sheet no-1)DESCRIPTION:

By using the metal cylinder container. I arranged the entire hydropower plant machinery inside the metal cylinder container (sheet no1-fig2-D). Container bottom closed with metal sheet. The container (sheet no 1 -fig-D) height is 200 feet and diameter in 900 feet (all calculations are an example only). This container (sheet no 1-fig2-D) top attached to the bottom of (sheet no 1-fig-24-E)( this one also cylinder type metal container with 100 feet height and diameter is 1200 feet). Total project height is 300 feet. Now inside the sheet no 1-fig2-D arrange sheet no 1-fig3 pillars. On top of pillars arrange metal sheet (sheet no1-fig7). On top of this sheetihe electric power generation takes place. Below this sheet and inside bottom of the fig-D area is called as 'A' or tail race water area. Sheet no1-fig7 it contains the holes each hole is for draft tube purpose so arrange the draft tubes (sheet no1-fig4) and draft tube gate (figδ) in area 'A'. On top of the sheet no1-fig7 arrange penstock pipes (sheet no1-figδ) inside the surrounding area of fig-D. Fix the turbines and generator (sheetno1-fig9) etc., fig-A height is 50 feet on top of fig-7 arrange the pillars inside fig-D with 25 feet height in 800 feet diameter area. On top of the pillars arrange one cylinder type tank (fig-B) with metal only (50 feet height and 800 feet diameter) partially closed on top. To lift tailrace water fig-A to fig-B now arrange bore well hand pumps like sheet no5. Here each hand pump handle split into 2 like sheetno5-fig-A- h1,h2 in sheet no1 the pumps are as fig-13. Arrange the sheet no1-fig015 (clear picture is shown in sheet no4) to the split handles of bore well pumps with movable like sheetnoδ. To collect the bore pumps water arrange sheet noδ (in sheet no1-fig-14) below the bore pump outlet. To move all handle of bore pumps up and down I arranged sheet no1-fig-15 (sheet no 4). Below the sheet no1-fig15 attach the sheet no1-fig-16. Attach the sheet no-fig-16 to sheet no1-fig19 (clear view of fig-19 is sheet no7-fig-19).

About sheet no1-fig-19 (sheet no7-fig19) is, It is having sheet no7-fig-a, fig-b metal sheets which are centrally hallow (fig-c) for two sheets in that empty area arranged sheet no7-fig-d rod shaft. To that shaft sheet no7-fig-h movable wheel attached. Arrange the sheet no7-fig-e movable cylinder pipes two sides of the shaft. Arrange sheet no7-fig-f 2 rods or sheets ( with 4 feet height and 2 feet width) to the sheet no7-fig-e in two sides. Arrange sheet no 7-fig-g rod shaft to sheet no7-fig-f of two sides. Arrange sheet no1-fig-16 (sheet no4-fig-16/sheet no7-fig-16) to sheet no7-fig-g. Any one side arrange the 1 HP/2 HP power motor (sheet no-1-fig-18). The motor having 1 feet length shaft sheet no7-fig-18(a), That shaft edge having one fixed wheel sheet no1-fig-17 (sheet no7-fig-17). The shaft fixed to the wheel one side only (means not centrally fixed to the wheel as show in picture. Inside sheet no1 -fig-B arrange pillars to balance fig-B top sheet. Arrange pillars on top _, of sheet no1 -fig-B with 25 feet height on top of these pillars arrange cylinder container sheet no1-fig-C, Again arrange sheet no1-fig-13,14,15,16,17,18,19 for lifting or pumping sheet no1-fig-B container water to sheet no1-fig-C. The sheet no1-fig-C height 50 feet and diameter is 700 feet. This fig-C also partially closed on top from sheet no1-fig-C to sheet no1-fig-24-E (outside fig-E) to lift or pumping the water again arrange same bore well hand pumps same as above I specified. Now arrange penstock opening and closing gates (sheet no 8-fig-A,B,C) on three movable tracks like sheet no8-fig-E. Sheet no1-fig-28 is hole to enter into fig-A area. Circle shape iron sheets (sheet no1-fig-12) arrange surrounding area of sheet no1 -fig-D. Arrange sheet no1-fig-21 ,22,23 from top of sheet no1 -fig-A to top of

sheet no1-fig-E fig-21 for lift purpose, fig-23 for power and air incoming purpose, arrange lift (fig-20) to fig-21 arrange power out going pipe to wards sea shore that is sheet no1-fig-27. When the penstocks fills with the water the container fig-D will sink into the Ocean. It tries to go to under the sea, But sheet no1-fig-24-E and fig-D container maximum filled with air because of this reason total project unable to go to under the Ocean. We have to maintain the weight to float the project, This is only main concept just it sink and hang inside the Ocean. By opening the draft tube gates(fig-δ) water flow from the penstock to turbine and to the area 'A' power generate in generation chamber(fig-9). Per 1 minute how much water quantity is coming into fig-A area, That much water quantity has to go to outside of this project for that purpose I followed below method.

Lifting tail race water to out side: In sheet no3-fig-1 is one bore well hand pump which is having handle fig- 1-1. Suppose I applied on handle (fig2-2) 1 Kg weight or equallnt force to this handle (fig1-1), Then the handle come parallel to the earth (fig-2-1). I arranged 5 same bore well hand pumps A1 ,A2,A3,A4,A5 parallel. Now to bring 5 handle parallel to the earth I must to use 5 Kg weight or equallent force. I arranged 1 Kg rod sheet no3-fig3-6 to connect 5 handles, I arranged 3 Kg weight rod sheetno3-fig3-7 to rod(6) now total weight is 4 Kg's even though the handle never comes parallel to the earth, Now I applied another 1 Kg weight (sheet no3-fig-4-8) or any equalent force. Now handles comes parallel to the earth. If I remove this 1 Kg weight or force again the handles will go top like in sheet no3-fig3. To move these five handles up and ' down I used only 1 Kg weight or force. In sheet no3-fig1 I am getting only one pump water only, with same weight or force in fig-3,fig4 I am getting five bore well water. We can apply for 100 ..n, number of pumps also. This formulae only I used to lift the big quantity water from tail race to outside in 3 phases (they are from A to B, B to C, C to E (out). Instead of 1 Kg weight I used small pumping motor 1 HP/2 HP (SHEET NO1-FIG18). To move all handles parallel to the earth at a time I used sheet no4 picture which is having pulling rod (sheet no1-fig-16), It connects to the sheet no1-fig-19(sheet no7-fig-g). When the motor starts, motor's shaft and wheel (sheet no7-fig17) will also rotate. The big wheel touched with small wheel (sheet no7-h). Big wheel shaft not having at central, due to this reason from shaft to big wheel height 3 feet when big wheel is rotating it press the small wheel up to 3 feet down only. When big wheel's big height comes to top then small wheel will comes to top small wheel also rotate.When small wheel comes up and down all bore pumps handles at a time move up and down, 100 pumps water we are lifting from fig-A to fig-B, fig-b to fig-C, and fig-C to fig-E (means outside of the project).

PROBLEMS:

Any problem encounter/raise in any unit close the draft tube, power generation stops for that unit. Clear the problem and open the draft tube power generation starts now. If any problem in turbine or generation chamber we must to clear the penstock water for that purpose I prepared off circle shape 3 gates I arranged they in sheet no8-fig-E model, fig-A having fig-A-a handle and sheet no 8-fig-D part is one sheet it is having some big holes to it, sheet no8-fig-B having less holes on sheet no8-fig-D part. For sheet no8-figC's 'D' part will not have any hole, so to clear the penstock first close the sheet no8-fig-A gate slowly water flow will reduced due to some holes on it. Now close the fig-B gate(sheet no8-fig-B) very few water only enter into the penstock after clearing the penstock now close with the sealed gate sheet no8-fig-C. Now penstock is empty now we can repair anything in power generation chamber, After completion of work again open the gates one by one only now power generation starts. When penstock is empty balance problem encounter for D+E con containers(to total project). To maintain the balance of the container how much water going outside the penstock that much water weight sheets (sheetno1-fig12) arrange in that side area same way when water entering into the penstock that much weight has to remove from that area. When there is no problem in that case arrange all those sheets surrounding the inside the plant. Generated power go to the top through the sheet no1-fig22 pipe and connect to the distribution station(sheet no1 -fig-si ,s2). Some power will enter into the plant through the sheet no1 -fig-23. To move employees inside and outside one lift(sheet no1-fig20) attached to the outside one lift (sheet no1 -fig-20) attached to the sheet no1 -fig-21 pipe. We can send the generated power to the seashore by under ground pipeline. Employees to come and go from sea shore to plant one power line has to go through the boats which acts like a railway power distribution pole. Where big ships going path comes there build the big bridge using two ships like sheetnol -fig-C by using this power line employees can use electric boats just like a electric train. When heavy low pressure occurs in Ocean if it is very near to the plant stop the power generation. Use sheetno9-fig-B boats (which are having iron net between two boats) at least 6 layers surrounding to the plant to protect from height tides. High tides force will come very slow when water moving very fast from thousand feet distance to the plant there are very less chance to occur high tides.

MODEL NO 2(Sheet No2)DESCRIPTION:

About sheet no2, Same as model no1 only but instead of power motor I used turbine which is used just side of the draft tube. The draft tube water comes and touch the turbine, Turbine rotates all handle of bore pumps move up and down water lift from tail race(sheetnoi-fig-A) to sheet no1-fig-B then B to C and then C to E (outside the project) due to the sheet no1-fig-16 heavy length pumps handles come down to bring them to top take sheet no3-fig5 is an example, To 5 handles 1 Kg rod connected to the handles , 8 Kg rod connected to the handles rod now to bring handles to top 5 Kg weight we have to distribute to the handles. I split inside handle edge into 2 parts, each split part I arranged 1/2 kg weight for one pump it is 1 Kg. 5 pumps having 5 Kg weight another side pump handles move upwards now arrange the 1 Kg weight or equal force to the handle rod all handles come down and remove 1 Kg weight or equal force like sheetno3- fig-7.

MODEL NO 3(Sheet No1)DESCRIPTION:

In model no1 and model no2 I used metal cylinder type containers, Instead of metal cylinder container, construct with concrete from bottom of the Ocean to top of the Ocean with heavy thickness. This plant is not movable follow the model no1 description.

MODEL NO4(Sheet No1)DESCRIPTION:

Just like model no1 but instead of metal cylinder container.metal sheets and metal pillars, Use concrete cylinder container, sheets and pillars etc., This concrete cylinder contrainer just like "One drinking glass keeping in one small water bowl". Remaining process same as model no1. This one is very best in the Ocean. This container not constructed under the Ocean, It is kepted under the Ocean. Model no1 and 2 we have to take care metal cylinder etc., where as model no3 and 4 are all concrete only.