Technical field to which the invention relates

Today around the world there is a huge number of constructed reservoir. Activities on the construction of dams with reservoirs has stagnated in recent times, mainly because of the limited number of technically, economically and ecologically suitable sites. The constructed reservoirs noticeably backfilling them with the sediment, which is becoming a major problem for the operation of industrial facilities, in addition to pay attention to the possibilities that the existing reservoirs protection, rehabilitate and revitalize as much as possible. This innovative solution completely solves the difficulty of the newly created reservoir siltation from the silt, and provides prevention for the future construction of hydro facilities to resource accumulation in the long term sustainable and practical for the application.

According to the International Patent Classification object of the invention is labeled primary classification symbol E02B 15/00 (2006.01) which is marked clean and maintain clean the surface of open water with the help of boats, ships with specially adapted equipment for collecting pollutants. Also, with additional classification symbol E02B 9/00 (2006.01) which concerns the use of methods for the construction, fitting technique and equipment used in the construction of hydroelectric power plants. And additional classification symbols F03B 13/06 (2006.01) that relates to the installed place of the aqueous-type storage devices, comprising a turbine with pumps for alternative operation.

Technical problem

These siltation process depends primarily on the local climate, hydrological, geomorphological sediment coast, and other factors. The construction of the dam and the accumulation disrupts the natural balance of water flow in the river flow, so that the speed of water decreases and loses its transport capacity for deposits. Reducing the speed more and more along the reservoirs deposited coating, so naturally drawn and most of suspended sediment, as well as fine particles transit sediment remain largely trapped in the reservoir making the layer of sediment at the bottom of the artificial lake. This preliminary design to solve all types of deposited sediments.

The position and shape of the deposited layers in some accumulation depends on the size and composition of the sediment basin shape and falling bottom of the accumulation, the amount and characteristics of the sediments in time, the mode of accumulation phenomena precipitation and connection of sludge, the presence of vegetation, characteristic of the drain water and their location on the dam, other characteristics. The innovative solution can be applied to all listed conditions settings and vacuum deposited layers, so that the water level in the reservoir is higher than the position of mechanical rooms, thus the law of communicating vessels, the difference of the water level, we get east water from the reservoir which powers and relationships with the flow of water and deposited layers.

Adverse effects of sediment are measurable reduction in usable volume, creating sandbars that additional reduce hydropower potential reservoirs, hinder navigation or diminish the aesthetic and environmental quality of the reservoir, silting and deteriorating water quality. Problem silting reservoirs and for water supply, where the sedimentary sludge is the cause of many negative pathogenic factors, the development of algae, microorganisms, other agents that bad acting on the quality of water for human use, this innovative solution makes it necessary to regularly dredging and maintenance of water quality in reservoirs.

Reservoirs in the world have a prior energy purposes. During their exploitation noticed the problems that arise due to the accumulation pack river sediments, which may jeopardize or hamper the normal functioning of hydroelectric power plants, thereby to lose the part of its usable volume of water. In the case of reservoirs with hydropower aim of reducing the usable volume of water is a major problem. Hydro power plants are used to cover excess electricity consumption because of flexible work. The reservoir is essentially a warehouse of potential energy, so as to more efficiently used if a designed water storage. Covering with fill, reduces the quantity of water, which causes the energy in hydropower plants, can reduce the possibilities of hydroelectric power plants during critical periods of electricity consumption, directly caused by the time when demand is high, the flow into the reservoir inadequate. We further noted, due to the above that there is damage to the turbine due to the abrasive action of the particles deposited.

Extensive analyzes conducted today in the world have confirmed that the issue of reservoir siltation extremely complex to pack dynamics differ by type of accumulation. That today's technological solutions do not provide the necessary quality and cost- effectiveness of the overall problem solving, to seek solutions in the initial phase of the planning of future hydropower projects. Today's technology is complex, unenforceable fully and economically unjustified, thus she and not implemented in practice.

State of the art

In the prior art solutions cited patent document resource report, it may be seen, a number of solutions according to the following state:

KR 20160042574 A is an innovative solution, which is the Figure 1. to get its setting is in seawater. It uses conventional technology with natural forces facts tides for the purpose of removal of marine organisms from the technical area. Example with water supply, site operation of water protection against marine organisms, facts coral, starfish, various animal and plant organisms. While here described innovation is primarily engaged in river reservoirs, renovation of the current situation and cleaning deposited layers mentioned innovative methods used by flow water as the drive and free energy for self-cleaning the reservoir.

CN 105089022 A method provide a technical solution to prevent aspiration or entry of sediment or sediment to place or intake channel which is used for the procedure used by the thermal power plant in the working process. While here described innovation is used for hydroelectric power plants and water intake, where the deposits does not rule out further down the river but he largely classified downstream from the dam and given him a new purpose and use as building materials, land for greenhouses and as biomass for burning.

EP 2873853 A1 is a possible technical solution to the plant based on the exploitation of wave power oscillations in the sea or ocean, and as such a solution is particularly intended for the production of electricity. The technology uses impact force to the positioning devices, and reached the height difference caused by the effect of the waves has a weather variable conditions of operation on them. While here described innovation has provided and controlled for cleanliness of water through pipes driven by the well- known differences in height of water in the river that was created setting a dam in the river flow, completely, weather control technologies production additional electricity energy when it is needed and the market.

WO 2012168531 A technology based treatment of contaminated water from chemical and biological pollutants in urban areas, village. The technology has the need to work the pumps to transfer water into wells that are located at a higher altitude, the system remains connected with other technical processes and solutions that at the end of the process the treated water discharged into the watercourse. Unlike here described innovation that benefits already built inland reservoirs for storing potential energy necessary to produce electricity at a time when it is necessary. It is used technically correct water intake from the river, and for the purpose of storing surplus energy produced from renewable sources, excess electricity produced at night with an alternative to the functioning and application of technology, removing sediment from the reservoir.

EP 2639356 A is the hydraulic gradient solution containing a mounted structure in the river bed, which allows safe operation of technical water for a power station, downstream from the spillway. The structure is equipped with an innovative grid that prevents the passage of foreign bodies and is used to increase the possibilities for exploitation of electricity from water flowing streams with a view to making small hydroelectric power plants located downstream of the weir. Proposal innovation does not use the transfer of water up and down, the small size of the warehouse, which is the type of procedure the water in the river for the purpose of the suction tube. While here described innovation benefits fluctuations of the water level in major reservoirs, provides for storage of large amounts of water pumped from the lower reservoir. Innovation additional benefits of high water that now swell unused. The installation of innovative technology provides additional security dams from the influence of excess water, which is poured out. An example, as in the recent case in California, the highest dam in the United States, in the city of Lake Oroville, where surplus water defends caused enormous damage to overtake that it collapses to apply this system to that surely would come, this is an example of preventive construction and additional use of these innovations.

Summary of the Invention

Rehabilitation accumulation of the deposited sediment may be of great significance especially for water and electric power industry, ecology, if it is here shown an innovative solution to extend the service life of existing reservoirs, as well as the planning of system solutions in planning and construction, the future exploitation of reservoirs.

I'll try with this innovative solution to put the concept of revitalization, sustainable development and management of water resources accumulation, which will include projects that are socially and environmentally acceptable, economically viable and technically feasible. Applied here innovation in reservoirs, will have a concept of maximum possible extension of the duration of accumulation in its previously projected needs. In this innovation will follow the generally recognized principle that is much better prevention of environmental need for removal of the sludge on the move, but later remove more sediment deposited sediments.

Innovation the measures provided for the control-filling of the reservoir, which can be classified into two main categories, as the technical installation for the prevention and the prevention of precipitation of most of the sediment in the reservoir when it is moving, and the technical solution for the complete removal of the already precipitated deposited sediments from the bottom of the reservoir.

Technical installation for the prevention and preventing sedimentation of most of the sediments when it is moving, is the removal of the debris in suspension during its passage through the part of the reservoir, in a manner that the sediments is controlled, cascading down the perforated pipes and picks up equipment not allowing to form a consolidated sludge. An example of the accumulation of water, having a subsequent set innovative cascading over the dam existing dam, constructed of a porous material. Innovative cascade dam work further raises the level of the water, making a height difference with respect to the water level in the existing reservoir. The water then passes through the cascading dam, naturally filtered of impurities and thus purified water flows into the reservoir. It remains smudged water with impurities from the upper watercourse stopped to cascade defend, then this water is sucked innovative technology, pick up with cascading passed perforated pipes connected to the pipeline, and placed on the body cascade dam. Water and sludge is transported and discharged via a pipeline to the city under the existing dam.

While technical solution to completely remove more sediment deposited layers can be specified through example hydroelectric power plants in Serbia. Hydroelectric power plant Djerdap I, located on the Danube River with the corresponding reservoir is in its forty-year work precipitated on average and over 10 (m) sludge deposits now evenly distributed across the bottom of the reservoir, it is in the meantime consolidated and consequent to adversely affect the protection of coastal areas, adversely affect navigation and ecosystem of the river. Weight problems reflected in the fact that on the downstream hydroelectric power plant Djerdap II we have a situation that passing only small amounts of sediments, mainly fine particles. The conclusion that a large part of the sediment from the basin of the river Danube is stopped and deposited along the reservoir hydroelectric power plant Djerdap I. The direct effect of this case is such that the process of filling the reservoir continues until the moment that will significantly affect the ability of installed electricity generation, as well as the waterway . With today's technology, the problem with the deposits is not solved. Here, described innovative technology deposits in the said case is completely solved, not only that, hydroelectric power plant receives additional new features. The construction of additional (MW) hydroelecric power plant receives the possibility of alternative generating electricity from surplus water from the floods, which have so far been unused by their departure through the overflow dam. Additional installed (MW) to enable higher daily production of electrical energy that is pushing financially profitable, but that would financially cover the labor employed to clean reservoirs and construction of this conceptual design. The conceptual solution provides direct stimulus to these innovations into practice with already constructed hydroelectric power plants, it would be further used as a reversible hydroelectric power plants.

With this innovative solution most built hydroelectric power plants in the bed of the river can be seen as a source of additional "reversible hydroelectric power plant", that already had built capacity for water storage, then built the power grid for the supply to the consumer, that is technically should already be additional opportunities for service depositing surplus electricity from other manufacturers, for example for thermal and nuclear power plants, wind farms and solar power plants, surplus electricity from night- production for future daily consumption. So that innovation provides the opportunity to all hydroelectric power plants that are directly built on the river, in the existing river bed have an additional purpose such as pumped storage, which until now was located outside of the watercourse river, formed mainly with special artificial lakes placed in the hills, high altitudes . Innovation for cleaning deposited sediments from water reservoirs is the basis of innovation, which is to continue to use for additional purposes, which is further described in detail.

Brief description of the figures

The desired form of the invention will be described in the accompanying drawings, which can explain the functional principles of the invention, but are not limited to the technical model, it is one of the possible solutions of the invention itself. Pictures illustrate:

Figure 1. Top view, schema items of technical parts in the zone of accumulation with a dam in accordance with the set invention.

Figure 2. Longitudinal cross-section, the technical scheme setting the accumulation zone with a dam in accordance with the invention set.

Figure 3. Top view, schema items of technical parts in the zone of accumulation for water supply from the dam cascade in accordance with the set invention.

A detailed description of the Invention

On Figure 1. Shows the top view of a possible scheme settings of technical parts in the zone of accumulation with a dam in accordance with the set invention, in a way, where is defined coast 14 accumulation with a line level of 15 accumulation and lines supervisor deposits 17 in the accumulation. The accumulation is defined by the contours of the downstream dam, or the body 2 dam and the crown 3 dam. In the lower part, below the dam the is river flow 5 to accompanying the riverside 7 and the level 6 of the river.

On the riverside 7 is located mechanical room 9 with associated linear generators 10, the necessary automatic and regular turbines with tubes 8, that its position placed in river flow 5. Mechanical room 9 receives water from the accumulation of three possible directions, namely , through the tube 12 the body of the dam, through the tube 13 coast accumulation, to the setting example shown tubes 11 over the dam crest.

Flow of water through the tube 11 over the dam crest is provided with a device 18 for the low pressure water, in a way, when the tube is filled with air, it is filled with water via a pump, previously the same closed in place of mechanical rooms 9 and the site links to the transport tube 19. The tube 11 over the dam crest when filled with water, open the valve in place of regular turbines with tubes 8, water by difference levels 15 accumulation and location of the aperture tube in the mechanical room 9, the law of connected vessels, receives acceleration and tens (m/s), which is enough to over transport tube 19 water from the accumulation is withdrawn along part of the deposits 17 from the accumulation. The transport tube 19 is located along a coast 14 accumulation, attached to anchor 20 transport tube to coast 14 accumulation, in a manner that its conveying movement of the vibration due to sediment of water through it down to a minimum. On the transport tube 19, are placed along it manifold with automatic valves 21 in each several hundred meters or, if necessary, the project and the size of the accumulation itself. All tubes, as well as transport tube 19, are made of metal to withstand the forces acting on them, pressure, implosion, twisting.

Manifold with automatic valves 21 are fixed to the coast 14 accumulation and the connection are preliminary transport tube 19 with the following transport tube 19 and the working tube 22, and a valve at the junction of the working tube 22 which may further serve for the controlled intake of fresh water from the accumulation for cleaning the system and needs additional electricity production.

The working tube 22 has the flexible extensions and flexible coupling 25 to allow free movement of tubes in the accumulation. Working tube 22 positioned in its horizontal position level 15 of the accumulation by means of buoys 23 working tube, the connected with cables 24 to position the working tube. The working tube 22 is mobile, portable, connected to the manifold with automatic valve 21 at one end, while the other end is in constant communication with the suction tube 27 and the vessel 30 position of intake.

The vessel 30 for the position of intakes is supplied with the necessary technical equipment, automation, video and sensor control, is wearing the equipment to adjust the suction tube 27 with hydro wings 26, and on it was hung corrector 29 positions intakes. Positioning of the vessel 30 is possible with four propulsion propellers, which are powered by electricity supplied through the drive line and the cable placed along the tubes, a great need for movement of the level 15 accumulation.

On Figure 2. Is a longitudinal section, scheme of possible items of technical parts in the accumulation zone with a dam according to the invention arranged, in a manner, where the bottom 16 of the accumulation defined by the position in the deposits 17 of accumulation, which should be removed. Position of the bottom 4 of the river bed, which form the foundation 1 of the dam is formed to a shallow and concentrated river flow 5, .

9 which will have a high-speed water currents resulting from hydroeletric power plants. Deposits no longer available for the turbine tubes 8 also receives the acceleration part of a stream of water, that is more along the river flow 5. This principle will be periodic release of sediment determined by the ecology of the river, the fish stock, the quality and type of deposits, time of consolidation the lower reaches of the river, the time when the high water towards the mouth of the detritus. While the second part of the deposits remains deliberately aimed at concrete cassettes, both assigned to separation, deposited and then removed out of the river bed, if necessary.

The head 28 of the suction tube is the main technical part for cleaning deposits 17 in the accumulation, the suction of sediment by means of the present-induced water flow in the suction tube 27 may reach a high speed, and tens (m/s), it is sufficient to sediment first start from the bottom 16 of the accumulation, and then the intake tubes is transported to the ejection conduit downstream from the dam, the river flow 5. The head 28 of the suction tube is an integral part of the suction tube 27 that provides power and the hydro wing 26, and the position of their actions are manipulated using corrector 29 positions intakes located on the vessel 30 position for the intake. The head 28 of the suction tube contains the necessary suction spiral and other equipment for excavating sediments, has guards and is maintained together a network for the protection of fish intake. The head 28 of the suction tube changes its surface, thereby directly and the surface of the cross section of flow of water, expands, thus sucking in fine floating slurry with low exit velocity of the water, is collected, then the movable and lower walls that run at high speeds of water through narrow section of water flow, all regulated and triggered power controlled by opening and flow rate of water to the east, to the place of mechanical rooms 9.

The suction tube 27 is positioned almost vertically in relation to the level of deposits 17 in the accumulation, on it are set hydro wings 26 with powertrain and rotating propellers with possibilities of maneuver of 360 degrees, which if necessary in axial rotation, moving precisely the head 28 of the suction tube to place of work and permanent shifts in the deposits 17 of accumulation. The suction tube 27 with associated parts can be very easy push into deposits and more meters, cause a number of oscillations of vertical and lateral to the head 28 of the suction tube to sludge using the water flow started, deeply remove the affected positions in short time intervals. That is, the suction tube 27 has the possibility of the opposite maneuver, which may in layers, surface coatings and the type of sludge to remove and suspend the material in special designed concrete cassettes with sieves, sedimentation tanks.

The hydro wings 26 as conversion device the vertical oscillationg movements of the suction tube 27, due to effects of surface waves, fixed place for a work head 28 of the suction tube, for a great suction of deposits 17 in the accumulation. On hydro wings 26 is located accessories for positioning and monitoring of vacuum deposits 17 in the accumulation, equipment with ultrasonic waves, sonar, video surveillance and other necessary equipment.

Corrector 29 positions intakes can be cable connected to the vessel 30 positions intakes at the upper end and connected to the hydro wings 26, at the lower end. Then his altered, vertical position changes the position of the position of the head 28 of the suction tube with the help of equipment for adjustment, which is located on the vessel 30 for the position of intakes.

Buoys 23 working tubes are of the same dimensions, so that the cables 24 to the position of the working tube allow horizontal position of the working tube 22, so that the buoy 23 working tubes are sufficiently distant from the working tube 22, to the buoyancy accumulation was unhindered. Buoys 23 working tubes are laterally provided with rubber, so as not to damage to the vessel or vessels to avoid damaging them.

The system works as follows. Various known equipment is established in the deposits 17 accumulation, determine the surface area at the bottom 16 of the accumulation, which is drawn. The working tube 22 is positioned below the level 15 accumulation to a specific depth, is positioned with a set of buoys 23 working tube and cables 24 for the position of the working tube, is coupled to a manifold with automatic valve 21. The working tube 22 has a flexible side movements with its series of elements, flexible couplings connected 25. The head 28 of the suction tube with the suction tube 27, connected to an working tube 22, located at the place in suction of deposits 17 in accumulation, is positioned by a position corrector 29 positions intake of the vessel 30 for the intake position. Now the system is fully networked and controlled from the position of specialist in the mechanical room 9 by means of appropriate equipment. This raises the requirements of electricity generation, the device 18 to the low pressure in the water with the help of electronics and pump rain water in the tube 11 over the dam crest, then opens a valve to place the regular turbines with tubes 8. The water in the tube 11 over the dam crest is below the free fall, it draws water from the law of connected vessels reservoir or moving deposits 17 in the accumulation and is sucked of the water in the work head 28 of the suction tube.

The practitioner located in the mechanical room 9 monitors the work process, the option of additional power generation, by opening the valve on the shares with an manifold with automatic valve 21 , in that way, further interventions fresh water along the reservoir, which thereby purifies the pipelines of the due sediment. Water flow line having a fixed tube 11 passing through the top of the dam, it pulls water through the transport tube 19 and working tube 22 in the suction tube 27, or the work head 28 to the suction tube. The head 28 of the suction tube has the additional technical solutions to the power coils, to be driven by a consolidated deposits.

It is recommended to periodically in the period of high water is performed to discharge the water to the maximum future deposits installed capacity to purify the system. Be controlled deposits time and quantity discharge, that would not have a negative impact on the environment, or the potential fish kills from the dam, because the deposits contains sewage and other biological waste caused by human action, which becomes an aggressive environment for a few years after the standstill.

Deposits weight in a volume flow of water provides a higher effect of electricity production, increasing the proportion of density of water, so that the effective deposits of the electricity production, except that the abrasive of action of the turbine, the turbine further be made of a suitable resistive material.

It can be additionally install a drainage system useful deposits on the riverside 7, downstream from the dam, next to the mechanical room 9. Separation of materials needed for construction, the separation and purification by flow of water and sieves, or flow of the pool, where heavier material falls to the bottom, a flow of water relations lighter sludge that work can be precipitated and pick up as the land necessary to equip greenhouses. Input speed and amount of turbid water are controlled, such as a controlled position and input method deposits, the layers on the bottom 16 of the accumulation. Thus, a useful material, wherein the slurry does not burden the stream flow and the other downstream hydroelectric power plants, it may additional biomaterial.

On Figure 3. Shows a top view of the possible technical scheme setting part in the water reservoir zone, al in accordance with the invention arranged in a manner, where the coast 14 accumulation is defined with the line level 15 accumulation, the line items described innovative pipeline to the place settings cascade dam 31 , which forms the upper accumulation 32. Cascade of dams 31 is innovation, which is set up as a barrier for controlled water flow, constructed of porous material with the ability to get into it settle and industrial filters. Cascade dam 31 with their position in the riverbed filtered naturally contaminated water, which comes from the upper river basin, the city is setting cascading down the tubes 33 with its upper side, surface. Cascading down tubes 33 are perforated, the residue is collected sludge and sediment, by the method described through the transport tube 19, connected to a series of innovative positioned tubes, then transports the sludge and water through the dam downstream of the river flow 5. The water level in the upper accumulation 32 is higher than the level 15 of the accumulation, so the conditions for the removal of the natural sediment, filtering the water, which passes through the body of the cascade dam 31.

Innovation has succeeded in its ideas, to provide a complete revitalization of existing hydroeletric power plants, cleaning consolidated sediments, maintenance of the river reservoir to the hydroelectric power plant has enabled many centuries of work. So far it's been a big problem, because the hydroelectric power plants had its life span after which they would became uneconomical to operate.

Method of industrial or other application of the Invention

Most of the existing hydroelectric power plants in the world is economically justified and worthwhile investment, to further their work being caused by repairs of equipment, turbines, generators, to transport electricity. It remains here until now crucial unresolved problem silting up of reservoirs, created problems and the ecological aspects of environmental protection, and that the applied and priced affordable innovative technology to solve completely.

The aforementioned example, accumulation hydroelectric power plant Djerdap I, on the Danube, with the implementation of this conceptual design can completely solve the problem generated consolidated deposits. Example, set the working tube which is the inner diameter of 1.14 (m), with the current fluctuation level of the reservoir with respect to the level of the river, we can count the difference in height that propelled velocity of water in pipes over 20 (m/s). With the surface flow of the working tube, the flow velocity of water in it would have a low flow rate, more than 20 (m ³ /s). Periodic removal of the work from the bottom sediment for accumulation 1 (days) = 24 (h) = 86.400 (s), can according to the preliminary design of the switch of 1.730.000 (m ³ /day) of water, water saturation coefficient of the planned sediment of the 20% of the efflux of about 346.000 (m ³ /day) of sediments, as initiated on the bottom sediment accumulation and draped under the dam, downstream along the river flow. With this method and intensity work within 7 (days) we can conveniently and efficiently eject all drift from the river Danube, which comes in the accumulation hydroelectric power plant Djerdap I, in the course of one year, ie all existing consolidated drift accumulation during the forty-year sedimentation can be application this innovative technology to solve in the course of one year. To mention, the present operation of the plant uses 20 (m ³ /s) of water flow, which is less than 1% of average daily flow of the river Danube, in this place. When scrubbing layers of sediment in the accumulation of necessary consumption of running water to remove the annual sediment is measured in per thousand of the annual flow of the river. Both used water does not create a loss of potential energy, already presented to the technical gain.

Djerdap I hydroelectric power plant and the Danube, thus had installed a generator 10 (MW) in the mechanical room, or a set of them, if necessary with the ordinary turbines and tubes sticking out of the water course. If there is no economic justification for this, but there is, for the purposes of "reversible hydroelectric power plant" have loaded to additional facilities, 20 x 10 (MW) = 200 (MW). Mostly, at today's saturated reservoir, they can completely revitalize this technology with virtually unlimited future duration, give them additional technical possibilities of storage of surplus electricity generated from thermal power plants, nuclear power plants, wind power plants. In combination with the growth of renewable energy in the region of the river basin, can be further accurately monitor weather rainfall, flow of water to certain hydroelectric power plants, planned production at the hydroelectric power plant and consumption. The water is then out of the river, driven by surplus electricity from other manufacturers, transferred and storage in the zone of low water levels in reservoirs. The difference of high water accumulation, to the maximum, the complements of the water from the so obtained is of mutual energy storage. This directly increases the total potential energy of water from the reservoir. The innovation this technology provides the ability to hydroelectric power plants located in the riverbed assume the character of reversible hydroelectric power plant. Without using overflow water, water flow, which pumped the water creates a higher column of water, which has not been used methods of work.

Additional case, the Austrian hydroelectric power plants on the upper reaches of the river Danube, have a problem, so they stop sediment gravel in front of the dam, which is essential for the stability of the downstream channel of the river. The present methods, the problem is solved in a way that the annual 1.000.000 (m ³ ) of material is excavation by vessel, mainly gravel, transported downstream from dam and spread on the bottom of the bed of the river Danube. The application of this conceptual design, material over the dam can switch faster, cheaper, more efficient, continuously.

An additional example, the use of conceptual design in North America, the location of the application on the Great Lakes, which is spread over an area of 215.000 (km ² ), and that under the conditions of global warming have a smaller flow of water to the already present low level of the lake. The current low level of water affects the operation of water and the use of existing pipeline, disrupting the waterway to the lake, connected to the channels. With innovative technical capability, we can level the lake to increase in the required level and useful water for an additional 4 (m). Then, obtain the storage location 860.000.000.000 (m ³ ) of water to be used in the time intervals for future work when a pumped storage is required, the working height of approximately 100 (m). Thus applied concept would have sufficient technical preconditions for work over 10.000 (MW) of installed generators with future pumps, "reversible hydroelectric power plant".

There is an additional possibility of pumping water with a small height in the Great Lakes, with the location of the Mississippi River and Ottawa River, over Nipisinog lakes. Using surplus from other regional producers of electricity, water is pumped, then, if necessary used across the river Sen Lawrence, with outflows towards the Atlantic Ocean. Presented example shows the direct profits hydro potential energy of water, which is achieved due to the greater useful height difference pumped water. The Great Lakes region is inhabited and it gravitates more than 100 million inhabitants, which is mainly supplied with electricity from regional thermal power plants, nuclear power plants, wind power plants.

River type of innovative reversible hydroelectric power plant is not burdened with the evaporation of stored water, because there already is water that constantly flows through the river flow. No percolation stored water through the land, because the accumulation in the river flow, possible loss will be supplemented with water flowing in the river flow. The conclusion, that in traditional reversible hydroelectric power plant water level in the reservoir is not stagnant, it decreases due to evaporation and percolation water through the land. With innovative reversible hydroelectric power plant water level is increasing due to the flow of water from the river flow, which gives a better coefficient of using pumped water with the implementation of this innovative solution.

Position in pictures

(1 ) the foundation of the dam

(2) body dam

(3) crown of dam

(4) the bottom of the river bed

(5) river flow

(6) level of the river

(7) riverside

(8) regular turbines with tube

(9) mechanical room

;10) generators

;1 1) tube over the dam crest

;12) tube through a body of the dam

;13) tube through a coast accumulation

;14) coast accumulation

;15) accumulation level

Ί6) the bottom of the accumulation

;17) deposits in the accumulation

8) device for the low pressure water

9) transport tube

[20) anchor transport tube

21) manifold with automatic valve

22) working tube

^' 23) buoys working tube

24) cables for the position of the working tube

[25) flexible coupling

26) hydro wings

27) suction tube

28) head suction tube

29) corrector positions intakes

30) vessel position of intake

31) cascade of dams

32) upper accumulation

33) cascading down the tubes