CN109826745A - A kind of hydraulic motor - Google Patents

Abstract

The present invention provides a kind of novel hydropower engines.Setting first by carrying out the cumulative acting pipe capacity of gravity of differentiation to n shape pipe intake-discharge pipe road, cooperation is increased pressurized water injection operation and is completed into the cumulative of draining two sides differentiation gravity acting, the small water-head manufactured by water pump, form the directed flow of water in n shape pipe, keep n shape pipe drain-side hanging simultaneously, the huge pulling force for generating the cumulative acting (residual gravity potential energy) of n shape pipe drain-side residual gravity is converted into Effective power.It can be used to that the hydraulic turbine is driven to realize power generation, it can also be used to which ship and the engine of vehicle etc. have the characteristics that green, energy conservation, zero-emission.For generating electricity, single machine or in flakes construction, its single-machine capacity is different from tens watts to up to a million kilowatts by size, its efficiency is hydroelectric twice or more natural, the expense of long distance power transmission power transformation and maintenance is eliminated, directly power station can be built in each village, cities and towns, cell and realize environmentally protective efficient power supply of the zero distance without supervoltage radiation.

Description

A kind of hydraulic motor

(1) technical field

The present invention provides it is a kind of using water (or various other liquid) but not consume water new hydropower generation machine, Engine (the 6th generation n shape pipe drain-side liquid residual gravity is cumulative to do power engine), is mainly used for power generation, power train in vehicle application starts Machine, ship power engine etc..

(2) background technique

Conventional hydraulic power generation is the equipment that the cumulative acting of gravity is carried out using natural water stream, is in fact exactly passively to utilize to carry The pressure (gravitional force) that the cumulative acting of the terrestrial gravitation of body water is formed is come a kind of simple primitive technology for driving the hydraulic turbine to generate electricity. Traditional water conservancy power generation dam shuts off great rivers, improves water level once hundreds of meters, after water level increases in region of shutting off by It extends in all direction in length and breadth in two sides rock fracture intersection, frictional force is impregnated due to the long-term infiltration of water in these cracks to be reduced, and is easily led Cause the disasters such as landslide, mud-rock flow, earthquake；Make the fish of migration that can not return oviposition additionally, due to dam is built, leads to object Kind extinction；Barrage, which builds dam, prevents upstream and downstream steam to cause environment temperature to increase the deterioration of the ecological environment from sensible.Natural hydroelectric generation Generated energy and precipitation it is how much closely related, no precipitation cannot generate electricity, and little precipitation generated energy is just few: precipitation is more than library more Hold the limit it is necessary to which water is bled off in vain；Natural hydroelectric generation stores limited Summer Rainfall, and equilibrium makes in 1 year With it includes Plain, mountainous region, hills, high mountain, valley etc. that natural hydroelectric generation, which needs rainwater-collecting place, needs water storage Reservoir area, need to build water-control project, need to carry out relocation of people from reservoir areas engineering (also include historical relic, the scenic spots and historical sites move etc.), It also needs to implement geological hazard control engineering, it is also necessary to carry out long distance power transmission engineering construction (because of water resource place abundant Electricity consumption is simultaneously few), it is also necessary to carry out the construction of many substation projects matched with long-distance transmission line, it is also necessary to carry out remote The line upkeep of distance updates, it is also necessary to which numerous transformer equipments are kept an eye on and safeguarded with update.Conventional hydraulic power generation upstream is come Silt, stone, the megalith being mingled in water can gradually deposited in the deep river bed in hundreds of meters of reservoir area, drop pondage gradually It is low, it is many in the silt and stone of reservoir area and key water control project deposition daily, the megalith that littoral massif is fallen wherein also is had certainly In the presence of.These thing disposal costs are highly difficult big.If accumulated time, which has grown cleaning not in time, has risk that dam break is breached a dyke very To causing water flow to change its course automatically.It also results in dam break when dam is in seismic region and breaches a dyke and cause flood, wealth is ordered to people's body Production threatens.

(3) summary of the invention

Conventional hydraulic power generation uses the cumulative pressure (gravitional force) formed of gravity to drive the hydraulic turbine, in fact not Whether pipe is consumed by gravity material carrier water (or other fluids), and (in terrestrial gravitation sphere of action) terrestrial gravitation is cumulative The pressure (gravitional force) of the pressure initiation of formation exists always, and water is only limited by the material carrier of terrestrial gravitation effect, really Energy input main body is the cumulative acting of terrestrial gravitation, therefore uses the cumulative acting power generation (hydroelectric generation) of water carrier gravity and water ballast Whether body consumes no direct relationship, is the cumulative acting of terrestrial gravitation because energy input main body is not water.In the day of the mankind In normal life and work, people all over the world are manufactured almost exclusively by using claiming the terrestrial gravitation for weighing and needing the article traded The size (quality) of cumulative acting is bought and sold and is traded.The present invention provides a kind of new type waters with water without consuming water Power generation technology and equipment (the cumulative generation technology of the 6th generation artificial environment gravity and equipment).First by n shape pipe into row Two side ducts of water carry out the setting of the pipe capacity of the cumulative acting of gravity of differentiation, influent side plan add up how many kilowatts by It is necessary to being equipped with more big water capacities, same drain-side needs to add up how many kilowatts to be made gravity material carrier water by gravity It is equipped with more big water capacities with material carrier water, is carried out after determining caliber and height according to the parameter of the hydraulic turbine used It builds.Of short duration disposable note is carried out by using high lift water injecting pump cooperation pressurization (being pressurizeed with compressed air to pressurized container) Water operation, gravity of the realization n shape pipe into the differentiation water carrier (and various other more highdensity liquid) for draining two side ducts Cumulative (the making to fill water or other liquid in n shape pipe) of acting, in the water-head (0.2 for manufacturing a very little by drop water pump Rice is to two meters or two meters or more), n shape bottom of the tube is formed into the liquid level difference of draining two sides of the pool, keeps n shape pipe drain-side outstanding Sky, thus generating the natural phenomena that Water seeks its own level in n shape pipe moves up the water flow in n shape pipe, while showing n shape pipe row The pulling force that the remaining positive inclination weight of balance on the total effective height in water side generates the shape water inlet tube side n is (alternatively at n shape pipe Residual gravity potential energy on the total effective height of drain-side is cumulative at the residual gravity on the total effective height of n shape pipe drain-side in other words Acting is to pulling force caused by n shape water inlet tube side)；Long time running drop water pump (water-head water pump) manufacture n shape pipe into The small water-head for draining two sides, keeps n shape pipe drain-side hanging by gravity substance, so that n shape pipe drain-side residue weight The pulling force that the namely remaining balance forward direction inclination weight (the cumulative acting of gravity) of the cumulative acting of power generates is converted into Effective power, drives The hydraulic turbine generator of n shape water inlet tube side bottom realizes power generation.Identical head height is compared with natural hydroelectric generation and pipeline is straight Diameter is equipped with different drain-side residue pulling force sizes, can obtain generated energy identical with natural hydroelectric generation, it is also possible to obtain It is several times as much as natural hydroelectric generated energy.Low variable diameter ratio can be specifically made in the present invention, and with high power raised type, (unit takes up an area face Product efficiency highest)；High variable diameter ratio can also be made with low power raised type (occupied area is smaller high-efficient)；Variable diameter can also be made Than and increase than grade ratio type (occupied area is smaller high-efficient)；It can also be made and only increase variable diameter than not raised type (no raised type Efficiency highest takes up a large area).Tens watts to millions of kilowatts of the single machine of generating electricity per hour can be made in the present invention, can also be at Piece construction.The fixed power station for long-time service can be made；The temporary power system for facilitating carrying and disassembly can also be made (mobile power station)；It can also be used as the emergency power supply of communication system and other systems；Also it can be applied to charging station charging pile；? It can be applied to electric heating and electric power central heating etc.；Tens kilowatts of small-sized water carrier power generation single machine can also be made, supply Remote districts are used without electric family daily life and warming.Water flow interaction principle at left and right sides of n shape pipe of the present invention Be also similarly to the clearly demarcated tug-of-war of victory or defeat of oppressing the weak that one has been prearranged, into draining two sides water difference (by How much differences of gravity substance), the difference of variable diameter ratio, the difference of height ratio, be equivalent to tug-of-war rope two in fact The difference of contestant's quantity and the difference of contestant's topology layout are held, rope used in tug-of-war is exactly to make n shape in fact Pipe the gas pressure that the left and right sides is closely connected together, pressurized water injection is exactly siro spun yarn, and the starting of water-head water pump is exactly It competes the whistle started, whistle sounds the beginning of both sides sportsman's contest, that is, the beginning of process of energy conversion (generated electricity The beginning of journey), the sportsman for the both sides that take in competition is exactly by gravity substance and terrestrial gravitation.

(4) Detailed description of the invention

Fig. 1-1 is the structure chart of the cumulative power plant embodiments card one of the 6th generation artificial environment gravity.

Fig. 1-2 is the structure chart of the cumulative power plant embodiments card two of the 6th generation artificial environment gravity.

Fig. 1-3 is that the cumulative power generation drain-side variable diameters of gravity increase balance forward direction inclination weight force analysis schematic diagram.

Fig. 1-4 is Francis turbine generating equipment application exemplary diagram.

Fig. 1-5 is mixed-flow water-head water pump application exemplary diagram.

Fig. 1-6 is the comparison video that generated output variation before and after the cumulative acting substance of addition residual gravity is surveyed in the draining of n shape pipe Screenshot.

Fig. 1-7 is the n shape pipe force analysis figure of the similar fixed pulley both ends suspension quality weight such as not.

Fig. 1-8 is increased without the cumulative power plant embodiments card of the 6th generation artificial environment gravity that height only increases variable diameter ratio Figure

(5) specific embodiment

Fig. 1-1 is that the 6th generation artificial environment gravity adds up that (low variable diameter ratio is with high for the structure chart of power plant embodiments card one Times raised type).3 be n shape water inlet tube side ducts in Fig. 1-1；4 be n shape pipe draining side ducts in figure；It is connected and composed into draining two sides Whole n shape pipe, side ducts of as can be seen from the figure intaking are thin, and draining side ducts are thick.N shape pipe into draining two side ducts tops (highest point) is equipped with control valve 1, the packet of control valve 1 button overflow valve and safety valve, and wherein overflow valve is using high lift water injecting pump to n Exhaust valve and overflow valve when shape pipe and pressurized container fill the water；Safety valve (automatic admission valve) is to prevent artificial maloperation or let out Leakage and pressurized container decompression cause n shape pipe to be shriveled the device scrapped by atmospheric pressure；In addition to this 1 position also needs to install additional greatly Atmospheric pressure table or pressure sensor etc..The part being connected at the top of the shape water inlet tube lateral roof n and n shape pipe drain-side is equipped with excessive Variable diameter 2, in figure 5 be n shape bottom of the tube pressurized container, pressurized container adds intermediate round tube to form by upper and lower two pipe caps, can also To be made of sphere.6 be water level partition of the n shape pipe inside pressurized container into draining two sides in figure.7 be that compressed gas connects in figure Mouth and boost valve.In figure 8 be high pressure water-injection pump interface and Water filling valve.9 be the n shape water inlet tube side water surface in figure.10 in figure It is the n shape pipe drain-side water surface.11 are mounted in the hydraulic turbine and generator that n shape pipe drains side bottom in figure, which can put It in the water surface hereinafter, the water surface or more can also be placed on, can be placed on inside pressurized container, can also be placed on outside pressurized container；It should The flow velocity high conversion efficiency that the hydraulic turbine 11 can also be placed on the such water in the shape water inlet tube side ducts bottom n is higher.12 be n shape in figure Pipe drain-side liquid level meter (liquid level display device) can also be replaced with visor, camera, sensor etc..Influent side is same Liquid level display device can also be housed.13 be the water pump for manufacturing n shape pipe into draining two sides water-head in figure, and pump intake is located at 14 position below n shape pipe drain-side liquid level, the water outlet of water pump are located at the position of the n shape water inlet tube side water surface or less 15.In figure 16 be the gas compartment at the top of pressurized container.17 be water filling bypass pipe in figure.18 be water filling bypath valve in figure.Water filling bypass Pipe 17 and water filling bypath valve 18 are used for filling the water before equipment starting into n shape pipe, to be turned off after the completion of water filling.Water filling Bypath valve may be mounted inside pressurized container and also may be mounted at outside pressurized container, fills the water bypass pipe and by-passing valves can Do not had to saving.

Fig. 1-2 is that the 6th generation artificial environment gravity adds up that (low variable diameter ratio is with high for the structure chart of power plant embodiments card two Times raised type).3 be n shape water inlet tube side ducts in Fig. 1-2；4 be n shape pipe draining side ducts in figure；It is connected and composed into draining two sides Whole n shape pipe, side ducts of as can be seen from the figure intaking are thin, and draining side ducts are thick.N shape pipe into draining two side ducts tops (highest point) is equipped with control valve 1, the packet of control valve 1 button overflow valve and safety valve, and wherein overflow valve is using high lift water injecting pump to n Exhaust valve and overflow valve when shape pipe and pressurized container fill the water；Safety valve (automatic admission valve) is to prevent artificial maloperation or let out Leakage and pressurized container decompression cause n shape pipe to be shriveled the device scrapped by atmospheric pressure；In addition to this 1 position will also install atmosphere Pressure gauge or pressure sensor etc..The part being connected at the top of the shape water inlet tube lateral roof n and n shape pipe drain-side is equipped with excessive Variable diameter 2,5A and 5B is two pressurized containers of n shape bottom of the tube in figure, and each pressurized container is added intermediate by upper and lower two pipe caps Round tube composition, can also be made of sphere.6 be into two pressurized container communicating pipes of draining two sides in figure, and gas is in communicating pipe Top flowing, water (liquid) is in communicating pipe flowing underneath.7 be compressed gas interface and boost valve in figure.8 be high pressure injection in figure Water pump infuses interface and valve, which is connected bucket with two pressurized container bottoms.9 be the n shape water inlet tube side water surface in figure.10 in figure It is the n shape pipe drain-side water surface.11 are mounted in the hydraulic turbine and generator that n shape pipe drains side bottom in figure, can be placed on the water surface It hereinafter, the water surface or more can also be placed on, can be placed on inside pressurized container, can also be placed on outside pressurized container, be put in this figure It sets outside pressurized container；The flow velocity height that the hydraulic turbine 11 can also be placed on the such water in the shape water inlet tube side ducts bottom n turns It changes more efficient.12 be n shape pipe drain-side liquid level meter (liquid level display device) in figure, can also use visor, camera, biography Sensor etc. replaces.Influent side can also equally be equipped with liquid level display device.Manufacture n shape pipe is also provided in Fig. 1-2 into draining two The water pump 13 of side water-head, does not draw only in detail in this figure, it can refer to figure one between nozzle 14 and 15, the water pump Water inlet is located at the position of pressurized container drain-side liquid level or less 14, and the water outlet of water pump is located at the n shape water inlet tube side water surface or less 15 position.16A and 16B is respectively the gas compartment at the top of two pressurized containers in figure.17 be water filling bypass pipe in figure.In figure 18 be water filling bypath valve.Water filling bypass pipe 17 and water filling bypath valve 18 are used for filling the water before equipment starting into n shape pipe, It to be turned off after the completion of water filling.Water filling bypath valve, which may be mounted inside pressurized container, also may be mounted at outside pressurized container Portion, filling the water by-passing valves and bypass pipe can save and not have to.

Pressurized container in Fig. 1-1 and Fig. 1-2 is placed vertically, naturally it is also possible to and it is horizontal positioned, or be at The modes of emplacement of other angles.Two pressurized container sizes in Fig. 1-2, just can be the same or different at shape. One or more n shape pipe can be installed on a pressurized container (or one-to-one group of pressurized container) of the invention power generation is made and set It is standby.One or more pressurized container can be equipped with below same n shape pipe, and generating equipment is made.The n shape pipe of the present invention into Draining two side ducts can be parallel to each other, and can also be not parallel to each other.Two pressurized containers of one generating equipment can be mutual In parallel, it can not also be parallel to each other.The water pump that the present invention manufactures water-head can be placed on outside pressurized container or be placed on increasing Inside pressure vessel.Control valve 1 in Fig. 1-1 and Fig. 1-2, the position of installation have to be not necessarily placed on highest point, to any direction Even offset a bit, control valve 1 includes exhaustion spill valve, safety valve and barometer etc., and three valves can be concentrated Be mounted on n shape tube top portion a little on, can also disperse to be mounted in three adjacent locations.The reducer pipe marked in figure (excessively becomes Diameter) be located at n shape pipe middle position, practical variable diameter installation site without limitation, n shape water inlet tube side tubule and n shape pipe drain-side Extra heavy pipe height can be the same or different, and number of diameter changing without limitation, becomes larger to become smaller and not do specific variable diameter height without limitation It limits.Each nozzle or part nozzle in the present invention can also block, while near nozzle plugging surface and nozzle Circumferential surface opens a certain number of holes, makes uniform fluid flow dispersion flows, this keeps the tranquiler water-head difference of the water surface more Stablize.Certainly installation buffer dividing plate or increase the capacity of two sides sink can also be with.The hydraulic turbine, generator, water filling bypath valve It can be placed on inside pressurized container, can also be placed on outside pressurized container；Valve used in the present invention can be manually, certainly Dynamic control, electromagnetism, it is mechanical etc..More verbal descriptions that earlier generations of the invention are seen using management measure extension.

Water filling bypath valve in Fig. 1-1 and Fig. 1-2 back through the hydraulic turbine to n shape pipe drain-side for cannot smoothly infuse The hydraulic turbine of water uses, using bypassing without installing water filling by-passing valves and water filling for the hydraulic turbine that normally can reversely fill the water Pipeline.The water wheels of some hydraulic turbines need work in gaseous environment, and such hydraulic turbine can be placed in inside pressurized container Or it is external and communicated with pressurization gas chamber.N shape pipe is into draining two sides duct bottom in same plane in Fig. 1-1 and Fig. 1-2 of the present invention (in height), it is practical can be considered when power plant construction noise, vibration, the different hydraulic turbines working condition requirement make specific adjustment Onto the position of needs.It is the hydraulic turbine being placed in below n shape pipe drain-side in Fig. 1-1 and Fig. 1-2, has tail below the hydraulic turbine Water pipe, practical draft tube can have or not have, and be determined according to the specific working condition requirement of the different hydraulic turbines；It is mounted on n shape pipe The hydraulic turbine of water inlet side bottom must could be attached with draft tube with n shape water inlet tube side integrated piping.The tail water of draft tube Working condition requirement of the water outlet of outlet and the hydraulic turbine according to the different hydraulic turbines, can be placed in the water surface or more or be placed in water Face is hereinafter, can work in gaseous environment or work in liquid environment, but establish without priming level difference water pump Before water-head, hydraulic turbine water outlet and tailrace outlet below n shape water inlet tube side water inlet and n shape pipe drain-side necessarily are in The water surface is hereinafter, the generating equipment in particular by the hydraulic turbine that normally can reversely fill the water more necessarily is in the water surface hereinafter, no Then equipment can not normally start.

Fig. 1-3 is that the cumulative power generation drain-side variable diameters of gravity increase inclination weight force analysis schematic diagram (the low change of balance forward direction Diameter ratio matches high power raised type).1 is exhaustion spill valve in Fig. 1-3；2 be n shape water inlet tube side；3 be n shape pipe drain-side；4 be air pressure Adjust interface and valve；5 be water injection interface and valve；6 be pressurized container；7 be the pressurized container chamber interior gas compartment；8 be water Position partition；9 be the high water level side water surface；10 be the low water level side water surface；11 are mounted in the piston of drain-side duct bottom；12 are The supporter being placed below piston；13 be electronic scale.At 13 measurement flat faces of 12 bottom of supporter and electronic scale, to Conduct the pressure of (transmitting) piston 12.

The n shape pipe effective height of the present invention can be made into 10 meters to 2000 meters, different height, different-diameter, different variable diameters Than generating equipment (the above height is can be further decreased by taking water carrier as an example using other high density liquid height).Such as figure Shown in 1-3, n shape water inlet tube side effective height is 680 meters, will occupy water in n shape pipe in the case where cooperating and being pressurized by figure is shown, And overflow drain tap 1 is simultaneously closed off by the air that exhaustion spill valve 1 drains n shape tube top portion, adjust the pressure inside pumping chamber 7 The pressure of power makes the pressure of one, end of n shape tube top atmospheric pressure or more (several kilograms of pressure is ok).Survey high water level simultaneously Water level is in water level partition highest point state as shown in Figure 9, the height of the top land of drain-side and the water surface of drain-side Height is consistent, is maintained on two meters into draining two sides water-head, low water level side water surface elevation as shown in Figure 10.Supporter 12 Using 400 tons or more of jack (automatic manually).Stroke (the receiving oil cylinder) piston for reducing jack can follow The influent side water surface has reduction (there is water entrance in n shape water inlet tube side) even if debugging successfully simultaneously for free-falling, (the n before not filling the water When anhydrous in shape pipe) electronic scale first claims the weight of piston and supporter, it can be used to weigh the draining of n shape pipe after peeling setting Side residue balance forward direction tilts weight.100 tons of water are equipped with the shape water inlet tube side n, n shape pipe drain-side is equipped with for 320 tons of water, that The reading of electronic scale is exactly 220 tons (frictional resistance very little almost can be ignored)；At this moment air pressure regulator is opened slightly Door 4, which is deflated, makes the pressure and external atmosphere pressure dynamic balance in n shape tube top portion, in the exhaustion spill valve for opening n shape tube top portion, cancels The restraining function of n shape water inlet tube side, then see that electronic scale total is 320 tons.Anyone can make according to this principle reduces Several meters of height of version or the device of tens meters of height, verify this basic physical knowledge and the natural law again.By What this visible present invention mainly utilized is exactly the positive inclination weight of remaining 220 tons of n shape pipe drain-side to the production of the shape water inlet tube side n Raw pulling force drives the hydraulic turbine of n shape water inlet tube side bottom to generate electricity, and the remaining positive inclination weight of n shape pipe drain-side is got over Greatly, the n shape water inlet tube side more high-incidence electric output power of water velocity is bigger.Certainly energy input main body 90 percent of the invention Eight or more from the cumulative acting of rear n shape pipe drain-side residual gravity is increased, and the energy input main body less than 2 percent comes from water Potential difference water pump, it is whole that the two cooperatively forms entire energy input, but to water pump less than hundred in force analysis of the present invention / bis- energy input contribution is ignored.

Fig. 1-4 is Francis turbine generating equipment application exemplary diagram.Fig. 1-4 is that the present invention generates electricity using mixed-flow wheel The structural schematic diagram that device is connect with pressurized container and n shape pipe.1 is Francis turbine in figure.2 be Francis turbine in figure Water inlet, which is connected by flange with the liquid level pressurized container bottom below of the pressurized container high water level side water surface Logical, thus the water of high water level side enters the hydraulic turbine.In figure 3 be the hydraulic turbine water outlet, the water outlet by flange and n shape pipe into Water side entirety n shape pipe is attached.In figure 4 be the hydraulic turbine connecting flange (axis team).In figure 5 be generator connecting flange. In figure 6 be mixed flow type generator group pedestal.The hydraulic turbine and generator realize power generation by connecting flange (axis to) connection, specifically The hydraulic turbine and each nozzle direction of pressurized container and connection type change according to the difference using the hydraulic turbine.

Fig. 1-5 is mixed-flow water-head water pump application exemplary diagram.Fig. 1-5 is the mixed-flow water-head of power generator of the present invention The attachment structure schematic diagram of the high water level side and low water level side of water pump and pressurized container.1 is mixed-flow water-head water pump in figure.Figure In 2 be mixed-flow water-head water pump water inlet, the water inlet by the liquid level of flange and the pressurized container low water level side water surface with Under water phase connection, thus the water of low water level side enters water-head water pump.In figure 3 be water-head water pump water outlet, the water outlet Mouth is connected to by flange with pressurized container high water level side water surface liquid level water phase below, and water enters pressurization by the water outlet 3 of water pump Container high water level side.In figure 4 be water pump connecting flange (axis team).In figure 5 be pump motor connecting flange.6 be mixed in figure The pedestal of streaming water pump assembly.Be connected realization manufacture water-head, specific water pump by connecting flange (axis to) for water pump and motor With each nozzle direction of pressurized container and connection type, change according to the structure difference using water-head water pump.

Fig. 1-6 is the comparison video that generated output variation before and after the cumulative acting substance of addition residual gravity is surveyed in the draining of n shape pipe Screenshot says to be more in more detail that 1.35 meters high n shape pipe surveys the cumulative acting object of residual gravity that 1 meter of effective height is added in draining The comparison video interception of generated output variation before and after matter.Fig. 1-6 namely drain-side variable diameters increase balance forward direction and tilt weight Contrast on effect video in the comparison video interception that shows of flowmeter different capacity.Top half picture is n shape in figs. 1-6 Pipe effective height be 1.36 meters, n shape water inlet tube pipe and the equal overall diameter of drainpipe are 47mm (millimeter), starting water pump establish into The flowmeter power reading obtained after the water-head of 30 centimetres of two sides sink of draining is 7, that is, depends merely on water pump and manufactured one The reading of power caused by 30 centimetres of water-head is 7, it is known that flowmeter is wasted work, the pressure energy and kinetic energy of generation are got over Large capacity meter reading is higher, and the increase of meter readings naturally also just intuitively reflects the increase of power.In n shape water inlet tube side Placing flowmeter and placing the hydraulic turbine is a reason, and directly reading power for convenience, we use the side for placing flowmeter Method carries out intuitive video display.It is 1.36 meters that lower half portion, which is n shape pipe effective height, in Fig. 1-6, n shape water inlet tube pipe overall diameter Overall diameter 75mm (millimeter) the starting water pump of 47mm (millimeter), n shape pipe drainpipe establishes the water into 30 centimetres of two sides sink of draining The flowmeter power reading obtained after potential difference is 8.5, that is to say, that the lower half portion of Fig. 1-6 is that present invention addition is 1 meter effectively high Flowmeter power reading after the cumulative acting of the residual gravity of degree is 8.5, that is to say, that remaining weight is not added in n shape pipe drain-side Flowmeter power reading is 7 (when isometrical into two side ducts of draining) when the cumulative acting of power, and n shape pipe drain-side residual gravity is added Reading after cumulative acting substance is 8.5, is equivalent to and 75 millimeters of overall diameter effectively height is added in 1.36 meters of height of n shape pipe drain-side Power ascension 20 percent, the n shape pipe that this experimental fact sufficiently proves after the cumulative acting substance of one meter of residual gravity The raising of the necessary being of the cumulative acting main body of drain-side remaining weight, flow velocity is exactly increase i.e. the power of pressure energy kinetic energy Increase, is exactly that torque increases generated output raising in the increasing action to the hydraulic turbine of power；That is certain water-head is established Increase in other words with variable diameter ratio cooperation with the increase of variable diameter ratio and is pressurized to certain altitude n shape water inlet tube effluent fast (flow) general At this moment the maximum economic velocity provided close to water-head water pump continues growing variable diameter ratio or continues growing variable diameter and increases than cooperation Pressure, generated remaining pressure energy kinetic energy acting will be eaten up by the load of hydraulic turbine generator is converted into electric energy, without after The continuous power consumption for increasing artificial environment tool water pump.It follows and increases cooperation and be pressurized to this energy input after tens meters of several hundred rice For the power of main body input just considerably beyond tens times of hundred times of water-head water pump input power, realistic principle tells me How many done power input with regard to how many gravity is cumulative per hour by gravity substance.The above experiment video is big using one N shape bottom of the tube is lifted in air pressure, negative pressure that the shape tube top portion n is 0.9 or so (negative pressure means are lower than the pressure of pumping chamber, It is not negative vacuum state truly).And n shape pipe top pressure will be generally added to our equipment in actual work More preferably pressure state more than one standard atmospheric pressure, the water column at left and right sides of n shape pipe at this moment combine in the shape tube top portion n Even closer, the mutual conduction and mutually restriction of water column power more conducively at left and right sides of n shape pipe.N shape pipe drain-side is added effective Height has been filled for the comparison video and comparison video interception of generated output variation before and after 1 meter of the cumulative acting substance of residual gravity It defends oneself the necessary being of the bright basic physical knowledge and the fact that generation is not allowed to negate to look for the truth in line with real example and the section of repeatability Spirit is learned, everybody is welcome to come to watch the equipment assembling and operation at scene.Cooperation pressurization on this basis increases pipe diameter simultaneously The pressure of n shape pipe top interior is set to be higher than a mark atmospheric pressure, water-head water pump can be balanced by continuing to be increased to certain altitude Consumption, have dump power output continuing to increase just, drain-side is remaining when being increased to tens meters, several hundred rice, one liang of km The cumulative acting of gravity has been far longer than contribution of two meters of water-head water pumps to power generation to the contribution of generated output, although in the present invention Collective effect of the energy input integrally from the cumulative acting of water-head water pump and n shape pipe drain-side residual gravity, but due to Contribution of the water pump in energy input entirety is less than 2 percent in entity power station, and n shape pipe drain-side residual gravity adds up and does The input of function is percent 98 or more, therefore the cumulative acting of n shape pipe drain-side residual gravity is just claimed to be energy input main body, and Only accounting for water pump of the energy input less than 2 percent, we ignore to this in principle point calculates to final result influence not Greatly, power engine (new type water is done so denomination of invention is directly defined as the 6th generation n shape pipe drain-side remaining liq gravity and is added up Force engine).

Fig. 1-7 is the n shape pipe force analysis figure of the similar fixed pulley both ends suspension quality weight such as not.1 is fixed pulley in figure Fixed point.2 be fixed pulley in figure.3 are hauled at left and right sides of pulley by gravity object 4 and by gravity object 5 in figure Rope.The entirety of n shape water inlet tube side water body is represented by gravity object 4.The draining of n shape pipe is represented by gravity object 5 The entirety of side water body.6 be ground in figure.Rope 3 is represented the pressure that water body is closely linked at left and right sides of n shape pipe, It exactly represents and n shape bottom of the tube is lifted by what pressurization was formed.If 4 represent water body (influent side on the left of n shape pipe in figure Water body) weight be 100 tons, 5 weight for representing water body (drain-side water body) on the right side of n shape pipe are 580 tons in figure, ignore friction resistance Weight difference is 480 tons at left and right sides of power n shape pipe.By cooperating pressurization to make to be loaded with water in n shape pipe, the n shape when not starting water pump Sink liquid level is equal at left and right sides of pipe, is equivalent to the shape water inlet tube side n and n shape pipe drain-side the two water bodys (the two weights) Bottom surface has been placed on ground, and huge at left and right sides of n shape pipe at this moment of poor quality can not be converted into effective kinetic energy.However pass through me Start water pump and have input small electrical energy, manufactured small water-head, kept n shape pipe drain-side hanging, that is, Water pump is continuously run in the case where the appropriate pressurization of cooperation, has both maintained n shape pipe left and right sides water body in dynamic transmission movement Fixed weight ratio (volume ratio) is constant (using forward direction inclination weight when gas is added in the scheme of compressed gas in four generation of two generations Amount has small part reduction, does not have in the 6th generation), while this whole weight of n shape pipe drain-side being made always can not again Touch ground supports body 6；Although therefore water-head water pump has only manufactured 0.5 meter to two meters of small water-head, due to water level Continuously operating without stopping for poor water pump keeps n shape pipe drain-side hanging, so that the cumulative acting of drain-side residual gravity is gone out by continuous exhibition Next and lasting is converted into Effective power.If electronic scale weighs this water body (weight) of n shape pipe drain-side in Fig. 1-7, be exactly Electronic scale is put among ground 6 and the bottom surface of weight 5, then its weight is exactly 480 tons, cutting rope makes n shape pipe or so The reading of electronic scale is 580 tons of self weight of entire water body after the connection of two sides disconnects.Mechanics principle of the invention is exactly so simple It is single.Water-head is established by the starting of small energy input main body water-head water pump, makes the huge residue of n shape pipe drain-side The cumulative acting activation of gravity is converted into the carrier of Effective power and huge effective energy input acting main body, makes n shape pipe itself Flow velocity ascending power increases.Prove that cumulative this energy input main body necessary being that does work of n shape pipe drain-side residual gravity is concurrent The associated video and video interception of raw effect were said do not continued to here in this application.Therefore water-head water pump and row Residual gravity cumulative acting in water side collectively forms the whole main body of energy input, is only the complete source of energy input of the present invention.This hair Even if the bright height for accomplishing km or more, terrestrial gravitation there will not be centesimal reduction, so equipment of the invention is still Can operate normally, and we generally only need to do tens meters, one or two hundred meters.Every 100 meter Gao Dumo in the present invention Resistance consumption is wiped percent 1.6 or so, refers to that at least pipeline interior diameter reaches 30 centimetres or more, pipeline is thinner by turbulent flow Influence it is bigger, the natural bigger flow velocity of frictional resistance is lower, and transfer efficiency is lower.

Below with 400 meters of effective height of n shape pipe, 80 centimetres of interior diameter of n shape water inlet tube side ducts, n shape pipe drains side ducts (low variable diameter ratio matches high power raised type) is illustrated for 130 centimetres of interior diameter.80 centimetres of interior diameter of n shape water inlet tube side ducts Water capacity is 200.96 tons 200 tons of ≈ at highly 400 meters, and n shape pipe drains 130 cm height of side ducts interior diameter, 400 meter Shi Shui Capacity is 530.66 tons of 530 tons of ≈ (the inclination weight that two meters of water-heads generate is ignored herein).The water level of two meters of lifts The poor every second flow of water pump is 4.12 cubic metres, using the economic velocity of 2.53 metre per second (m/s)s, this water pump actual power consumption amount per hour Less than 120 kilowatts (power consumption of the water pump is by 150 kilowatts of calculating in the present invention).N shape water inlet tube side water velocity is 8 meters every Second (may be designed in 6 metre per second (m/s)s or other values), flow are that (it is vertical that flow may be designed in 3.02 to 4.02 cubic meters per seconds Square metre per second (m/s) or other values).4.12 cubic meters per second of flow of water pump, 4.02 cubic meters per second of maximum flow of n shape pipe, often Remaining 0.1 cubic metre of second flows back to low water level side through water level partition (or cross over pipe) by high water level side.Water-head water pump carries out bob-weight 1.6 cubic metres of water has continuously been lifted in power acting, lifts two meters of height, and 120 degree of power consumption per hour very little, the draining of n shape pipe The pulling force that the remaining 330 tons of water in side generates the shape water inlet tube side n is only the major part of energy input main body；Since water-head establishes Two meters of water level official post n shape pipe drain-side vacantly (moves the water in n shape pipe by static change, also produces two meters of course simultaneously Positive inclination weight de minimis energy input only ignore herein the generated energy of final output is influenced it is little), at this moment The remaining 330 tons of water of n shape pipe drain-side vacantly produced by bearing down (generating huge pressure energy and kinetic energy), pull n shape pipe into The water flow high-speed motion of water side gets up.The cumulative acting substance of remaining 330 tons of the gravity of drain-side generates the shape water inlet tube side n Pulling force is 13120 kilowatts, deducts water-head pump power and consumes 150 kilowatts, consumes percentage deducting every 100 meters of frictional resistance 1.6,400 meters total percent 6.4, deducting percent 10 transfer efficiency, per hour externally 10842 degree of electric energy of output. Therefore the cumulative acting of n shape pipe drain-side variable diameters residual gravity is only energy input main body, its energy input accounting is percentage 98 or more, artificial environment tool water pump establish two meters of water-heads for energy input contribution less than 2 percent, although Still inventor herein ignores to this necessary being, and most important reason is exactly hundred for allowing and don't only seeing water pump / bis-, and the fact that have ignored percent 98 necessary being of the cumulative acting of n shape pipe drain-side residual gravity.In terrestrial gravitation The cumulative acting of n shape pipe drain-side residual gravity i.e. the cumulative of residual mass (weight) are necessary being, n shape pipe in range Interaction into two side force of draining is also necessary being, and the internal pressure in n shape tube top portion is greater than a standard atmospheric pressure When n shape pipe have water-head again into draining two sides in the case where, do work that just if there is no n shape pipe drain-side residual gravity is cumulative It is to be in state of weightlessness to the outer space, this phenomenon will not always occur always to be not present on earth.

By the visible present invention of experiment illustration of Fig. 1-3 utilize be water-head water pump starting drain-side it is hanging after, show Come remaining 220 tons of gravity add up potential energy, that is, n shape pipe two sides generation of poor quality pressure energy and kinetic energy.N shape pipe The downward pressure of drain-side water body is 220 tons, and the water flow of n shape water inlet tube side is produced in remaining 220 tons of the pressure energy of drain-side and kinetic energy High-speed motion gets up under raw pulling force effect, and the opposite flow velocity of watt level equal direction of n shape pipe two sides pressure energy and kinetic energy is not Together, i.e. the watt level equal direction of n shape pipe into the draining power of two sides two is opposite.In the 6th generation using the hydraulic turbine direct generation of electricity In equipment, the hydraulic turbine is placed on n shape pipe draining side bottom and is placed on n shape water inlet tube side bottom and is ok, and is only placed on influent side water Faster transformation efficiency is higher for flow velocity degree.The position of above hydraulic turbine installation is the position that inventor recommends, and when specific implementation places Position without limitation.The water-head size of water-head water pump is also without limitation.N shape is used in the second generation and forth generation technology After the tired acting of pipe drain-side residual gravity generates huge kinetic energy and pressure energy, using n shape pipe drain-side water body come the scheme of contracting gas In can only carry out compressed gas using drain-side.Water generates pressure energy in n shape pipe and to be that small water-head adds huge the reason of kinetic energy The collective effect of ropy common energy input surveyed of n shape pipe draining, drain-side variable diameters are for the pressure energy of generation and dynamic Can energy input contribution be greater than percent 98, the energy input of water pump is contributed less than 2 percent.

The method for illustrating specifically used operation.We are below with 400 meters of effective height of n shape water inlet tube side, influent side (low variable diameter ratio matches high power raised type) is illustrated for the unit that 80 centimetres of pipeline interior diameter.It is straight in n shape water inlet tube side ducts When diameter is 80 centimetres, high pressure water-injection pump is connected first with interface 8, opens Water filling valve and carried out into pressurized container and n shape pipe Of short duration disposable water filling；It needs to open water filling bypath valve 18 while water filling, water filling is turned off after completing；Water filling Flow spill valve 1 is also opened simultaneously, until overflow valve stops water filling and closing outflow valve when having water spilling.At this moment pass through compressed gas Body interface 7 connects compressed gas (compressed air) and opens compressed air valve (pressure control valve), and injecting compressed air makes n The pressure of the inside in shape tube top portion is that a mark atmospheric pressure or a mark pressure or more (specifically see the pressure inside n shape tube top end Take appropriate measures), while liquid level meter liquid level is observed, the method by using water filling or draining shows liquid level meter Liquid level reach and close Water filling valve after specified value, check whether the pressure inside n shape tube top end normal again, if It is abnormal to need to adjust again.According to law of connected vessels, at this moment n shape pipe intake-discharge pipe road bottom liquid level is equal.While in order to make water Body carries out the cumulative acting of smoothly gravity, needs to make 1 standard atmospheric pressure or higher of pressure in n shape tube top portion, certain pressure Slightly higher several kilograms do not influence, and the higher n shape pipe two sides water column of not excess pressure is closer in the combination of n shape tube top portion water body, The conduction and two sides for being more conducive to power mutually restrain.The pressure of n shape pipe top interior is by adjusting pumping chamber (high-pressure bottle room) Pressure realize.By analysis above it is understood that these water of n shape water inlet tube side inside are due to that can not get rid of terrestrial gravitation, because This how many by terrestrial gravitation working substance, does power input with regard to how many terrestrial gravitation is cumulative per hour.Regardless of the water in n shape pipe Whether flow, there is the ground of eight megawatts (substantially larger than 8 megawatts) in 80 centimetres of pipeline interior diameter of n shape water inlet tube side per hour Ball gravity is cumulative to do power input.If seriously prompt does power input that terrestrial gravitation is not cumulative, that is, arrived the outer space and be in State of weightlessness.It continues with and sees drain-side.

With upward 400 meters of drain-side duct bottom, (practical also two meters of water-heads comprising water pump are not counted in ignoring herein Disregard) pipeline interior diameter is all used within the scope of effective height is 130 centimetres of steel pipes as reducer pipe, by calculating us The water capacity for knowing draining survey is 2.64 times of influent side, how many is by gravity substance per hour with regard to how many terrestrial gravitation It is cumulative to do power input, if not then be to be in state of weightlessness to the outer space.Therefore with 8000 kilowatts of x2.64=21120 thousand Watt, it is two contingency 1,120 by calculating us to learn that n shape pipe drains side ducts to have the cumulative power input of doing of gravity per hour Kilowatt.At this moment our priming level difference water pumps make n shape pipe generate one two meters of water-head into the sink of draining two sides, pass through water Although pump only establishes a small water-head (2 meters), the positive inclination weight that n shape pipe drain-side vacantly generates afterwards (the cumulative acting of residual gravity in other words of the cumulative pressure formed of residual gravity could also say that residual gravity potential energy) is 21120 Kilowatt 8000 kilowatts=13120 kilowatts are subtracted, deducts percent 6.4 tube friction and 1 15 conversion herein Efficiency losses total 21.4 percent, obtain 10312 kilowatts of electric energy per hour, subtract water-head water pump per small with 10312 kilowatts When power consumption by maximum 150 kilowatts (the actual power consumption amount of water-head water pump is less than 150 kilowatts) calculate=10162 kilowatts, i.e., per small When electricity for generating electricity by way of merging two or more grid systems be 10162 degree (generating electricity 10,162 degree per hour).

The example above explanation in n shape pipe water filling pressurization after before no priming level difference water pump, n shape pipe into draining two sides Liquid level is equal, although starting water pump after only manufactured small water-head, since n shape pipe drain-side is hanging, drain-side by Gravity substance total amount is 2.64 times of influent side, and use 2.64 subtracts 1=1.64, that is, 8000x1.64=13120 kilowatts, Percent 6.4 tube friction=12280 kilowatt, the i.e. remaining weight of 400 meters of height (really 402 meters of height) are deducted herein The input of 12280 Kilowatt of Energy of power potential energy is for driving the hydraulic turbine to generate electricity, that is, 400 meters of height (two meters of water-head water herein Two meters of height of pump manufacture is not counted in ignoring) remaining 12280 kilowatts of pulling force pulls n shape water inlet tube side bottom The hydraulic turbine generates electricity.

New hydropower generation (gravity cumulative power generation) and the identical caliber of natural hydroelectric generation (the cumulative power generation of Conventional gravity) with Highly, whether the water in pipeline does not flow, and the gravity that all there is same size per hour, which adds up, does power input.Only water flow is transported Energy conversion just may be implemented in natural hydroelectric generation (the cumulative power generation of Conventional gravity) in the case where dynamic consumption, due to this conversion handle The cumulative pressure formed of gravity is disposable (namely water is disposable), it is therefore desirable to which endlessly water source supplies Give, and new hydropower generation (gravity cumulative power generation) then by the setting into draining two sides unequal power after, then use water pump system Make water level official post n shape pipe drain-side it is hanging after by drain-side residue balance forward direction inclination weight generate pulling force be converted into Effective power Hydraulic turbine power generation is driven, it is achieved that not consuming the new hydropower generation of water still with water.

The course of work of the present invention summary, the present invention first using the cooperation pressurization of high lift water injecting pump carry out an a few minutes or The water filling of person's more than ten minutes, specific water injection time are varied according to the difference of high lift water injecting pump power.To n before equipment starting Water filling bypath valve 18 is opened in shape pipe when water filling, is turned off after the completion of water filling.To foundation while water filling in n shape pipe One atmospheric pressure supports the basic physical knowledge of ten meter water columns, using the method for pressurization to n shape pipe into the water surface and n of draining two sides Shape bottom of the tube is lifted.In the case where equipment does not break down with artificial maloperation, without reusing high lift water filling Pump.After the completion of water filling cooperates blower operations, do not start before 2 meters of drop water pumps in two side bottom pressurized container of n shape pipe Two sink liquid levels are equal (liquid level is consistent), and the water in n shape pipe, which remains static, not to be flowed.When starting drop water pump is built Vertical water-head could form the high velocity stream of n shape in-pipe flow after cooperation drain-side variable diameters increase balance forward direction inclination weight Dynamic (natural phenomena that Water seeks its own level) forms n shape pipe into after the water-head of draining two sides by drop water pump, the draining of n shape pipe Side just can be hanging, and n shape pipe residue balance forward direction can just be made to tilt the weight (residual gravity within n shape pipe effective height after hanging Potential energy this energy input main body) it shows and is converted into Effective power and realizes power generation.2 meters are manufactured in equipment normal course of operation to fall The low-lift pump of difference needs continuous service, and the present invention can use in water filling in 20 minutes or so, starting, debugging stage Diesel generating set (mobile power station), grid power, or the gravity that has operated normally add up generating equipment electric power as opening The dynamic power supply temporarily used, etc. equipment run well after can close or remove temporary power equipment, realize externally output electricity Can (generating electricity by way of merging two or more grid systems), since the external interim starting device time is short, consumption electric power only several years.

The present invention passes through first increases cooperation pressurized water injection, and the water source in generating equipment is made also to have carried out terrestrial gravitation acting Be layering, while also using water pump manufactured into draining two sides small water-head, while cooperate drain-side variable diameters produce The raw huge pulling force of huge weight difference (of poor quality) bring (huge bearing down) makes water high velocity stream movement static in n shape pipe Get up, the condition for meeting gravity acting becomes static into movement, and it is bigger to form the deeper pressure of water by made environment Natural phenomena (terrestrial gravitation do work cumulative phenomenon), increase cooperation pressurization cycle due to using and use, realize and do not need Reservoir and dam are built, the natural higher new hydropower generation of waterpower generating efficiency of ratio of water with water but is not consumed.This hair The pressure more downward pressure of water from top to bottom in bright n shape pipe is bigger, is distributed into a ladder completely the same with natural water generating.

In order to show gravitation energy acting clear principle, I has specially made principle demonstration video, everybody can search in Baidu Rope or 56.com input Chinese " closed pressurization artificial fluid gravitation energy power station, gas station, heating plant, engine " to search for The video-see.To guarantee just be commonly seen the video all over the world, everybody can also be in Baidu search or Tencent's video Input Chinese " to earth apology and gravitation energy equipment principle installation acting demonstration video " is watched in different network address, identical Demonstration video, Tencent's video playing address:

Http:// v.qq.com/boke/page/y/0/g/y0154prvzrg.html

The demonstration video and principle of new hydropower generation first to three generation products are explained:

Sohu's video playing address:Http:// my.tv.sohu.com/us/310687691/86751712.shtml

Tencent's video playing address:Https: //v.qq.com/x/page/x0360feyqhl.html

56 nets (56.com) broadcast address:Http:// www.56.com/u85/v MTQ3MjM1MjUw.html

In order to prove to make by making small water-head, cooperation draining side ducts variable diameters can generate huge weight difference, can So that the remaining positive inclination weight conversion of balance is that Effective power generation pulling force drives hydraulic turbine power generation, inventor specially recorded view Frequency is watched for everybody facilitates understanding.Drain-side variable diameters increase balance forward direction and tilt weight, and Contrast on effect video (answer by this video Should be referred to as: 1.35 meters high n shape pipe surveys generated output before and after the cumulative acting substance of residual gravity that 1 meter of effective height is added in draining The comparison video of variation, just more reasonable):

Tencent's broadcast address:Https: //v.qq.com/x/page/105676epm18.html

56 nets (56.com) broadcast address:Http:// www.56.com/u37/v MTQ3MjM1MjAy.html

Seriously prompt: drain-side variable diameters increase balance forward direction and tilt weight, the shape tube top portion n work in Contrast on effect video In negative pressure (less than the state of a standard atmospheric pressure), and we practical equipment is that work in positive pressure is greater than a normal atmosphere The more preferably state of pressure, the drain-side variable diameters for only having one meter of effective height in video under negative pressure can be to n shape water inlet tube Side generates huge pulling force, so that water velocity is improved 20 percent, direct draught n shape pipe two sides water body has been combined closer and worked Effect is naturally more stable.The method that related drain side increases balance forward direction inclination weight using variable diameters, with the increasing of height It is realized on the basis of adding residual gravity potential energy increased premise in direct ratio to be built upon cooperation pressurization.Only cooperation makes simultaneously The water column in n shape pipe is lifted with high pressure gas, makes one mark atmospheric pressure of pressure of highest point inside n shape tube top end Or two three atmospheric pressure can (certain higher two sides water column of n shape tube top end pressure, which combines, more closely makes one It is whole, so that the conduction of two side force and two sides mutually restrain), powerful lifting makes power obtain the water body knot at left and right sides of n shape pipe It synthesizes an entirety and is only most critical.If being lifted or being lifted pressure without water body of the air pressure to n shape pipe two sides It is relatively low, so that the connection at left and right sides of n shape pipe between water body is in vacuum (off-state) or especially loose connection status, Equipment can not show the cumulative acting of balance residual gravity, while also lead to not realize energy conversion.Only n shape Guan Zuo Connection structure of the right two sides water body in n shape tube top portion is close (pressurization is appropriate), it can just mutually restricted to show residue Gravitional force (the cumulative acting of residual gravity) generates huge pulling force and realizes power generation.

Conventional hydraulic power generation is that a kind of traditional original-party of the cumulative acting of terrestrial gravitation is extracted using the movement of water carrier Method, is exactly the cumulative acting of gravity using the water with certain altitude in fact, and the pressure of formation drives the gravitation energy of the hydraulic turbine Extract equipment, natural hydroelectric generation (conventional hydraulic power generation) the bigger generated energy of same pipeline diameter height is higher, this is also demonstrated that The cumulative work done of gravity follows height to increase the fact that constantly increase.Regardless of whether carrier water consumes, gravity is cumulative to be formed in fact The bigger natural phenomena of the deeper pressure of water (the cumulative acting of gravity in other words of the cumulative pressure formed of gravity) exist always, therefore The present invention, which has found, extracts the remaining balance forward direction inclination weight (method of the cumulative acting of remaining terrestrial gravitation residual gravity in other words Potential energy) method, realize the water generating for not consuming water but with water.If hydroelectric saying be correctly, It can equally generate electricity under water state of weightlessness, however not there is the natural phenomena that Water seeks its own level under state of weightlessness, therefore Not by the strength of water, true energy input main body is the cumulative acting of terrestrial gravitation for water power generation；And it is acted in terrestrial gravitation How many is done power input by gravity substance, every point of per second adds up with regard to how many gravity in range.

Because power generation acting main body is the cumulative pressure formed of gravity rather than water, no matter whether water, which consumes, is ok Realize power generation.The active force of the existing necessary being of the present invention, but there have relative position to be mobile, and produces the function and effect of power (the fact that n shape pipe operation power voluntarily promotes 20 percent in Contrast on effect video), above 3 points sufficiently demonstrate The fact that the necessary being of energy transforming principle and energy conversion occur in the present invention.The power that unit time of the invention obtains (electric energy) is less than the cumulative acting of residual gravity and the water-head water pump of unit time input within the scope of n shape pipe drain-side effective height The sum of input power.Percent 98 or more the energy input main body of the present invention from the cumulative acting of n shape pipe drain-side residual gravity, Energy input main body less than 2 percent comes from water-head water pump, and in addition water pump is also that water is made to become static into the people of movement simultaneously Work envionment tools, it makes the cumulative acting of static gravity become the Effective power that can be converted moved, therefore water-head water pump is Belong to energy exploitation tool and also belongs to extremely least a portion of (small) energy input main body.The electricity that unit time of the invention obtains Can, it is produced less than the cumulative acting of huge n shape pipe drain-side residual gravity generated after cooperation pressurization is increased plus water-head water pump The sum of raw de minimis energy input, therefore the present invention abides by law of conservation of energy completely.

For by taking water carrier manufactures two meters of water-heads as an example, 6 meters of effective height of n shape pipe or so tools of having arrived are consumed and are obtained The equalization point for obtaining energy has crossed equalization point and has continued to increase and (extend, deepen) to be achieved that externally output electric energy；It is manufactured with water carrier For for 0.5 meter of water-head, the equalization point of 1.5 meters of effective height of n shape pipe or so arrived tool consumption and acquisition energy, mistake Equalization point continues to increase and (extend, deepen) to be achieved that externally output electric energy.The position of specific equalization point and design and manufacture The factors such as water-head, flow velocity, transfer efficiency, fluid density, pipe diameter are related.The present invention is only by (n shape in gravity acting pipe Pipe drain-side) in total height the cumulative acting conversion of remaining gravity for Effective power (effective pull).The present invention is imitated for conversion The considerations of rate, will generally accomplish 20 meters or 20 meters of n shape pipe effective height or more, tens meters, several hundred rice, a few kms be ok.

Increase balance forward direction about drain-side variable diameters and tilt weight, experiment effect compares the related description of video a: .n The outer diameters such as shape water inlet tube pipe and drainpipe are 47mm (millimeter), and 1.36 meters of total height of n shape pipe, inactive water pump, into draining two The height of liquid level is 23 centimetres (23 centimetres of the depth of water) when side liquid level is equal, and starting water pump establishes 30 centimetres of water-heads and works well When meter readings be 7；The overall diameter ratio of two .n shape water inlet tube pipes and drainpipe is 47mm (millimeter): 75mm (millimeter), n shape 1.36 meters of pipe total height, drain-side reduced diameter portion effective height is equal to 1 meter, liquid when inactive water pump is equal into draining two sides liquid level The height in face is 23 centimetres (23 centimetres of the depth of water), and starting water pump establishes meter readings when 30 centimetres of water-heads work well and is 8.5.The above experimental data illustrates only to be added the increased energy input main body of reducer pipe institute of 1 meter of height, and (institute is increased by gravity Working substance) so that the water velocity of n shape pipe is promoted percent 20 (namely power increases by 20 percent), then tens meters How about self-evident several hundred rice are.This just illustrates that n shape pipe drain-side will lead to residual gravity gesture by the increase of gravity substance It can increase (pulling force increases, bearing down increases), that is, generated energy increases, and can also make that water-head water pump is needed to provide certainly Flow increases (power increase).400 meters of n shape pipe generated energy are 68.7 times of water-head water pump power consumption (practical in illustration Multiple is higher, because the power of actual water level difference water pump is smaller).This demonstration video equally illustrates the thing that can not be disputed It is real, that is, increase the cumulative acting substance of residual gravity in n shape pipe drain-side, be exactly in the pressure energy for increasing n shape pipe self-operating Just improve the speed of n shape pipe water flow naturally with kinetic energy, equal to being exactly directly to improve the operation power of n shape pipe, thus n shape Pipe drain-side by gravity substance increased embody be exactly another energy input main body appearance and increase.Why In Contrast on effect video, 75 millimeters of n shape pipe drain-side is increased by gravity substance, has been more than n shape pipe into draining two sides At isometrical 47 millimeters generated weight difference many times (test twice manufactured n shape pipe into draining two sides water-head all It is 30 centimetres), and (it is only automatic that n shape pipe runs power to n shape water inlet tube side self-operating speed automatic lifting 20 percent Increase 2 percent ten), that is because pipe used in test is too carefully especially big by the serious resistance of Turbulent Flow Effects.30 lis The pipe of rice diameter above is influenced by turbulent flow with regard to smaller.The identical variable diameter resistance bigger than pipe diameter of identical height is smaller The amplitude that water flow own power is promoted is higher；The identical variable diameter increased amplitude more more high-power than pipe diameter of namely identical height It is closer, be equal to by the increased amplitude of gravity substance.Flowmeter when Contrast on effect video summer testing than winter experiment Reading goes out greatly 0.5, that is because the viscosity of 30 degree or so of water is 0.8007 when summer tests water temperature, and winter is in outdoor experiment Water temperature to only have the viscosity of two or three degree of water be 1.6728, be by different temperatures, viscosity, surface tension is different is influenced.It is using Wetting agent is added while big-diameter pipeline in water or other fluids and surfactant can be by low viscosity and surface Power could further make the increased amplitude of power closer to by the increased amplitude of gravity substance.That is stream is reduced The viscosity and surface tension of body, which can show the cumulative acting of more drain-side residual gravities, further increases efficiency.

Fig. 1-1 and Fig. 1-2 is that the shape water inlet tube side n and drain-side use small variable diameter than cooperating the implementation exemplary diagram increased, The variable diameter ratio of real Fig. 1-1 and Fig. 1-2 can also continue to increase to reduce height, improve efficiency to reduce coefficient of friction.Fig. 1- 8 be that n shape pipe does not increase cumulative power plant embodiments card figure (the only increasing of the 6th generation artificial environment gravity for highly only increasing variable diameter ratio Add variable diameter than not raised type or without raised type).In Fig. 1-8 3 be n shape water inlet tube side ducts nozzle, the pipeline of n shape water inlet tube side Maximum shortening is carried out herein to reduce frictional force.4 be n shape pipe draining side ducts in figure (big variable diameter is than extra heavy pipe)； Whole n shape pipe is connected and composed into draining two sides, side ducts of as can be seen from the figure intaking are thin, and draining side ducts are thick.It is arranged in n shape pipe Overflow valve 1 is housed, overflow valve is to hold using high lift water injecting pump to n shape pipe and pressurization on water side ducts top highest point pipe cap 2 Exhaust valve when device fills the water, the valve can be placed on inside pressurized container, can also be placed on outside pressurized container.It is arranged in n shape pipe Pipe cap 2 is housed, overflow valve 1 is just installed in the highest point of pipe cap 2, and the position is same as described in Fig. 1-1 and Fig. 1-2 at the top of water side ducts Sample can be equipped with safety valve (automatic admission valve).Between the pipeline where n shape water inlet tube side pipe mouth 3 and n shape pipe draining side ducts 4 Equipped with the hydraulic turbine and generator 11.5 be the pressurized container outside n shape pipe in figure, and pressurized container adds centre by upper and lower two pipe caps Round tube composition, can also be made of sphere.6 be water level partition of the n shape pipe inside pressurized container into draining two sides in figure.Figure In 7 be compressed gas interface and boost valve.In figure 8 be high pressure water-injection pump interface and Water filling valve.In figure 9 be n shape pipe into The water side water surface.10 be the n shape pipe drain-side water surface in figure.11 are mounted in n shape pipe into the water wheels for draining two sides top center in figure Machine and generator, the device can be placed on inside pressurized container, can also be placed on outside pressurized container；12 be n shape pipe row in figure Water side level gauging is popped one's head in (liquid surface height sensor), can also be replaced with visor, camera, liquid level meter etc..18 in figure It is level gauging probe connecting line, which is led to outside pressurized container by seal nipple.Influent side equally may be used To be equipped with liquid level display device.13 be the water pump for manufacturing n shape pipe into draining two sides water-head in figure, and pump intake is located at n shape 14 position below pipe drain-side liquid level, the water outlet of water pump are located at the position of the n shape water inlet tube side water surface or less 15.16 are in figure The gas compartment at the top of pressurized container.17 be the check valve installed on water-head pumping line in figure, and water pump is automatic when starting It opens, which can be replaced with common valve.Water-head water pump 13 and check valve 17 can be placed on can also inside pressurized container To be placed on outside pressurized container.Structure n shape water inlet tube side ducts sectional area and n shape pipe drain-side pipeline section product in Fig. 1-8 Ratio can be 1: 10 to 1: 100 or more.By taking water-head water pump manufactures 3 meters of water-heads as an example, variable diameter ratio is 1: 39, with water inlet pipe For 40 centimetres of diameter of nozzle 3, then the pipe diameter for draining survey is exactly 5 meters, the generated output being achieved in that theoretically phase When the generated energy of 40 cm pipe of diameter in natural 117 meters of heads of hydroelectric generation.Certainly the present invention is using high variable diameter ratio It can also be combined with simultaneously and carry out increasing for n shape pipe, the outside that such words n shape pipe will be put into pressurized container is drawn.In Fig. 1-8 The water-head special hour of water-head water pump manufacture can not be pressurized (an open standard atmospheric pressure), but add in pumping chamber Upper several kilograms of pressure is more advantageous to the conduction of power, it is not recommended that with open, it is that cannot keep that one, which is efficiency another problem, The degree of purity (unclean) of fluid, influences the stability of operation.

Water in n shape pipe of the present invention is hanging by small water level official post drain-side in the case where cooperating pressurization, in turn The huge weight difference acting of n shape pipe drain-side is shown, the hydraulic turbine hair that huge pulling force drives n shape water inlet tube side is thus generated Motor realizes power generation.The flowing of water and energy conversion are huge heavy due to small water-head and drain-side variable diameters in n shape pipe The huge pressure energy and kinetic energy (pulling force) collective effect for measuring poor generation (of poor quality), so that the water in n shape pipe circulates (persistently carrying out the Natural Circulation that Water seeks its own level).N shape pipe cooperation pressurization appropriate fills water, without priming level difference water Pump establish water-head advances draining two sides liquid level it is equal, at this moment the volume ratio of the indoor water of pressurized container and pressurization gas with The indoor water of pressurized container does not have any variation (volume ratio is identical) with the volume ratio of pressurization gas after water pump operation, Water in n shape pipe is also identical before and after water pump starting, therefore is pressurized indoor high pressure and tilts weight to huge balance forward direction (namely the cumulative acting of residual gravity residual gravity potential energy acting in other words generates the natural imagination that Water seeks its own level caused by amount Huge pulling force) there is no an any influence, that is, add up potential energy to residual gravity in other words to the cumulative acting of remaining terrestrial gravitation Conversion also without any influence), therefore the water in n shape pipe belongs to and circulates, as misreading rather than several people, extraneous Water poured into plenum chamber, that will lead to the gas compartment reduce pressure increase certainly it is unworkable.

The hydraulic turbine used in the present invention can be mixed-flow, axial-flow type, diagonal flow type, tubular, bucket-type, tilt-impulse type, Double click type, axial-flow rotary propeller type, through-flow rotary propeller type etc., naturally it is also possible to such as similar using the hydraulic turbine of other any self-making structures The home-made contrivance etc. of gear pump structure.More isometrical or waney tubules can be used in the extra heavy pipe of n shape pipe drain-side of the present invention Instead of (containing two and two or more), while it can also load onto respectively on valve or part tubule and fill on more tubules of drain-side The generating equipment of drain-side variable diameters forward direction inclination weight size multi-gear adjustable is made in upper valve, uses load in favor of different Demand.Multi-gear adjustable includes two grades and two grades or more, and the connection between the matched hydraulic turbine and generator can also phase Gear switch function (adjust transmission ratio) should be increased, it certainly can also be with without Curve guide impeller to the matched hydraulic turbine.One Determine in range that n shape pipe drain-side variable diameters remaining weight bigger (variable diameter ratio is bigger) is of poor quality bigger, influent side flow velocity is higher, obtains The cumulative bigger generated energy of working power of the n shape pipe drain-side residual gravity obtained is higher.The present invention is to the shape tube top portion n or to pressurization The size of container internal pressurization pressure according to caliber and height difference, can convert to greatest extent at left and right sides of n shape pipe Subject to the actually required pressure of the cumulative acting of difference gravity, the higher tubing required thickness of pressure increases, the relatively low transfer efficiency of pressure Decline or be unable to complete energy conversion.

According to the mankind current building technology and mechanical process capacity, single machine maximum generating watt of the present invention can be readily implemented 1500000 kilowatts per hour more than.But due to the present invention is not necessarily to long-distance transmission line, it completely can be according to the power demand of various regions It is made and is sporadicly distributed middle-size and small-size power station.High-power hydroelectric generation has lost existing meaning and necessity.General system Generating equipment at tens watts per hour to thousands of kilowatts is enough.More small-sized only tens meters of high single machines are per small When generated energy can be easily reached thousands of kilowatts.

The part internet related data analyzed about the siphonage of similar n shape pipe structure is provided:

Can one, explain siphonage with bernoulli principle? network address:

Https: //zhidao.baidu.com/question/2269295595002790588.html? fr=iks&word= 2010%C4%EA5%D4%C2%B0%C4%D6%DE%C0%A5%CA%BF%C0%BC%BF%C6%BC % BC%B4%F3%D1%A7%D0%DE%CB%B9%B2%A9%CA%BF%D6%B8%B3%F6%BA%E7 % CE%FC%CF%D6%CF%F3&ie=gbk(Baidu is known) content excerpt: it is interim at very long one, for siphonage It is to be explained with barometric pressure difference.Until in May, 2010 Australia Queensland University of Technology doctor Hughes (Dr Stephen Hughes it) points out siphonage: " being to be flowed from gravity by the liquid in siphon pipe from upper end toward lower end, by longer and downward That one end, shorter upper end that side water is up drawn and then flows into lower end." this argument is actually with Bernoulli Jacob side Journey explains siphonage, and obtains the approval of academia.

Does fluid deposit that there is no gravitational differences in two .n shape pipe stationary state flow lines? network address:

Https: //zhidao.baidu.com/question/622713959745359732.html? fr=iks&word= 2010%C4%EA5%D4%C2%B0%C4%D6%DE%C0%A5%CA%BF%C0%BC%BF%C6%BC % BC%B4%F3%D1%A7%D0%DE%CB%B9%B2%A9%CA%BF%D6%B8%B3%F6%BA%E7 % CE%FC%CF%D6%CF%F3&ie=gbk(Baidu is known)

What principle are do three, siphonage? network address:

Https: //zhidao.baidu.com/question/1516002024915650220.html? fr=iks&word= 2010%C4%EA5%D4%C2%B0%C4%D6%DE%C0%A5%CA%BF%C0%BC%BF%C6%BC % BC%B4%F3%D1%A7%D0%DE%CB%B9%B2%A9%CA%BF%D6%B8%B3%F6%BA%E7 % CE%FC%CF%D6%CF%F3&ie=gbk(Baidu is known), which is to sum up told, sufficiently to be proved to prove the fixed length stationary state of n shape pipe There are gravitational difference in flow line, also in that gravitational difference (weight difference, of poor quality) the reason of n shape pipe water flow movement, so in n Shape pipe drain-side increases gravitational difference (weight difference, of poor quality), be exactly directly improve the power of n shape pipe self-operating, this be because To be directly added into another huge energy input main body terrestrial gravitation and by the inevitable outcome of gravity material carrier.n Power mentions after the cumulative acting substance of 75 millimeters of overall diameter effective high one meter of residual gravities is added in 1.36 meters of height of shape pipe drain-side 20 percent is risen, the cumulative acting main body of the n shape pipe drain-side remaining weight that this experimental fact sufficiently proves really is deposited The raising of flow velocity is exactly the increase of pressure energy kinetic energy i.e. the increase of power, is exactly in the increasing action to the hydraulic turbine of power Torque increases generated output and improves；That is increase of certain water-head with variable diameter ratio is established in other words as variable diameter ratio is matched Conjunction, which is increased, is pressurized to the maximum economic velocity that certain altitude n shape water inlet tube effluent fast (flow) will be provided close to water-head water pump, At this moment it continues growing variable diameter ratio or continues growing variable diameter and increase pressurization than cooperation, generated remaining pressure energy kinetic energy acting will It is eaten up by the load of hydraulic turbine generator and is converted into electric energy, without continuing growing the power consumption of artificial environment tool water pump.

The method of water level partition of the present invention control water level spilling water can be in Figure of description directly above partition everywhere It is uniformly a small amount of to overflow；The u shape slot (or aperture) of certain depth width can also be opened above partition, then pipeline is cooperated to make water flow stream To low water level side sink, due to such method water flow Relatively centralized, it is therefore desirable to pipeline be directly stretched over drain-side tank water Under face, and it is discharged water outlet upwards, the height of water outlet is slightly below the drain-side water surface, in this way it is possible to prevente effectively from water It is mingled with the quantity of micro-bubble in potential difference water pump.

Single machine can be made in equal-wattage power station of the present invention, can also be made sheet of.Identical installed capacity new type water The generated energy of power power generation is eight times or more of photovoltaic wind, because wind and sunlight are not to have for 24 hours one day, there is the date of wind Also it is not much day within 1 year！Cloudy day, rain, snow, haze when also without sunlight.The generating equipment cost is sent out lower than natural water power Electricity, nuclear power, wind-powered electricity generation, photovoltaic power generation etc., efficiency, safe and environment-friendly aspect are but much higher than natural hydroelectric generation, nuclear power, wind-powered electricity generation, photovoltaic Power generation etc..Equally has the function of energy-saving environment-friendly zero-emission applied to engine of boat and ship, vehicular engine.6th generation artificial environment The cumulative engine technology equipment of gravity practices, that is, maintains global harmonious happiness, while so that the earth is shone again again Send out the beautiful youth！And PM2.5 atmosphere pollution is made to recover without treatment！The people of the world is led to walk with the technology of Chinese and wisdom The road of upper Green Sustainable.Carry forward world healthy tendency！The power-assisted world technology Olympic Games！New hydropower generation machine, engine the (the 6th For the cumulative acting generator of n shape pipe drain-side residual gravity), allow China to become the inventor for changing the world again.

Claims (9)

1. a kind of n shape pipe drain-side liquid residual gravity is cumulative to do power engine, main packet button n shape pipe, pressurized container, water wheels Machine, generator, water-head water pump, water-head pump motor, pressure control regulating device, water level control regulating device, liquid level meter, Overflow valve, the water injecting pump of safety valve and peripheral matched, air compressor machine, startup power supply composition, are mainly characterized by water inlet pipe and carefully drain Pipe is thick.

2. telling that the novel n shape pipe drain-side liquid residual gravity is cumulative according to claim 1 does its main feature of power engine Be: water-head water pump and pump motor are placed on pressurized container either internally or externally.

3. telling that the novel n shape pipe drain-side liquid residual gravity is cumulative according to claim 1 does its main feature of power engine Be: the hydraulic turbine and generator may be mounted at n shape water inlet tube side, also may be mounted at n shape pipe drain-side, also may be mounted at N shape tube top portion, also may be mounted inside pressurized container, also may be mounted at outside pressurized container.

4. telling that the novel n shape pipe drain-side liquid residual gravity is cumulative according to claim 1 does its main feature of power engine Be: the pipeline of n shape pipe drain-side is able to use two or two or more and replaces composition generated output can with valvular tubule The generating equipment of tune, while power-shift gear box can be added between matched generator and the hydraulic turbine.

5. telling that the novel n shape pipe drain-side liquid residual gravity is cumulative according to claim 1 does its main feature of power engine Be: pressurized container be made of sphere or by be among pipe cap be at both ends round tube structure composition.

6. telling that the novel n shape pipe drain-side liquid residual gravity is cumulative according to claim 1 does its main feature of power engine Be: a pressurization, which is held, can install one or more than one n shape pipe, the hydraulic turbine, generator constitute generating equipment, together It can be made of one or more than one pressurized container below one n shape pipe of sample.

7. telling that the novel n shape pipe drain-side liquid residual gravity is cumulative according to claim 1 does its main feature of power engine Be: n shape pipe can be parallel to each other or be not parallel to each other between the pipeline and two pressurized containers of draining two sides.

8. telling that the novel n shape pipe drain-side liquid residual gravity is cumulative according to claim 1 does its main feature of power engine Be: the power station is made of single unit or the power station is made of multiple units or the power station is made of sheet of unit.

9. telling that the novel n shape pipe drain-side liquid residual gravity is cumulative according to claim 1 does its main feature of power engine Be: the n shape pipe of the present invention, which can be made, only increases variable diameter acting power generation more cumulative than the n shape pipe drain-side residual gravity not increased Equipment or be made, which increases, to be had while and the cumulative acting power generation of the n shape pipe drain-side residual gravity of certain variable diameter ratio being kept to set It is standby.