Abstract:
The present invention proposes to apply against dangerous natural phenomena (mainly hurricane) relocatable water pump stations using wave energy and having two states: operating state (for cold water pumping) and collapsed state (suitable for transportation). In collapsed state these stations have a severe less cross-section at least in one of horizontal directions. Such stations include reconfiguration means for theirs transforming from one said state to the second state and back.

Description:
FIELD OF THE INVENTION  
       [0001]     This present invention relates to the area of the protection from dangerous atmospheric phenomena caused by overheating of ocean surface (mainly hurricane).  
       BACKGROUND OF THE INVENTION  
       [0002]     A number of dangerous natural phenomena complicate our life on the Earth.  
         [0003]     Hurricane is one of a number of dangerous atmospheric phenomena. They kill people and do harm. Waste of hurricane “Katrina” are equal $USA 52 billions. Thus the fight against hurricane is very important task.  
         [0004]     These hurricanes (tropical cyclones, typhoons, willi-willis, tai-fungs etc) form in the region in latitude between 5° and 20° north and similar region south, then ocean surface temperature is more than 26° C.(leading condition). Large masses of evaporated water having large energy are drawn in complicated vertical movement and create powerful stable vertex by the Coriolis force. This process may be 1,000 kilometers in diameter and 15 kilometers high.  
         [0005]     Many researches are devoted to hurricane problem, but any correct theory is absent. Furthermore serious researches of hydrodynamic processes that are happened under water surface at hurricane period are absent practically.  
         [0006]     Moving hurricane has a very bid power. This power value it is estimated has 10 13 -10 14  Watt and more[1].  
         [0007]     Therefore numerous existing proposals about the struggle against hurricane don&#39;t have practical application.  
         [0008]     Known proposals may be classified:  
         [0009]     1. The methods that are offered to act to vortex by various chemical materials: iodide silver, dry ice, soot (for example [2] ), sun energy [3,4], explosive [5,6], sound energy [7] etc.  
         [0010]     2. The methods that are offered to cover ocean surface by screening film to limit the sun energy flow and to decrease the surface temperature. It is fish oil, polyethylene film [8] etc.  
         [0011]     3. Known articles propose to decrease ocean temperature by delivery large icebergs from Antarctic region to tropical region [9].  
         [0012]     In the patent [3] it is described the method for tornado destruction by solar energy. This energy should be concentrated on the vortex tube using a system of mirrors located in space. The system is very far from practical realization. It still needs research and designing of the sophisticated control system, facilities solar energy focusing on driven vortex tube. Large money expenses for research, design and manufacturing are involved.  
         [0013]     Dr. Easdlund [4] offered to use the Solar Power Satellites and preliminary transformation of solar energy to VHF energy utilized for heating air masses in vortex tube. This proposal is also far method.  
         [0014]     This direction is interested but its realization will require much time.  
         [0015]     The explosion method is investigated by C. C. Chang [5]. His offer is based on a known hypothesis concerning natural tornado processes. If two parts of vortex tube are separated one from another somewhere in the middle by irrotational layer the parental cloud will tow the top part vortex tube much faster and lower part will be slowed down caused by the terrestrial surface friction. Chang has managed to destroy a little vortex tube in laboratory conditions exploding the balloon which is filled by a mixture of H 2  and O 2  gases in a volumetric ratio of 2:1. But the practical experiment was unsuccessful.  
         [0016]     Various covering methods don&#39;t interest. The strong wind may destroy easily any covering. Therefore plastic covers, for example, [8] aren&#39;t really.  
         [0017]     The iceberg delivery [9, 13] is really, of course. But delivery time is very long and the floating iceberg place doesn&#39;t connect with concrete hurricane.  
         [0018]     In the patent [10] is offered a method for altering the temperature of the water surface. This method uses a underwater conduit having a plurality of outputs, any substance (for example, gas, liquid, solid) and upwelling water through the action of said substance rising from the conduit to the surface of the body of water. This system is very complicated and requires to lower said substance (that is able lift water masses) down to said conduit depth.  
         [0019]     Uram H. [11,12] offered to realize cold water pump from deep zone immediately using flexible conduits and pumps located on submarines. In addition, author offered cooling said water. This process requires much energy. The lifting of necessary water volume with deep zone requires very power and bulky pumps and additional cooling of water volume to 10° C. that requires 42 MWatts approximately. Big nuclear submarine have only 150-500 MWatts and efficiency 25% approximately. In the result we have only 35-125 MWatts. This direction isn&#39;t able protect against hurricane.  
         [0020]     The most serious proposals are connected with next direction: using artificial upwelling for cooling water surface, using powerful lifting warm flow, using critical points in hurricane vortex and using powerful explosions for destabilization hurricane vortex.  
         [0021]     In 2005, Moshe Alamaro outlined a plan to use an array of floating jet engines to trigger miniature cyclones in the atmosphere ahead of a hurricane [2]. The idea is to drain the ocean and atmosphere of energy before the hurricane arrives. But critics point out that even a large array of jet engines probably cannot inject enough energy into the atmosphere to trigger even a tiny storm.  
         [0022]     This method cannot be sole method. The ship with said jets requires supplying oil and cannot protect required area. In is important that ship cannot protect against strong wave.  
         [0023]     Gad A. and Bronicky L. [14,15] researched the possibility of weather modification. They established that summer accumulation of considerable amount of heat in water surface layer increases the power of cumulus cloud and increases precipitation. For this aim they offered to use artificial upwelling.  
         [0024]     In the article of Dunn[16] and Kirke[17] it is directed the possibility using OTEC(Ocean Thermal Energy Conversion having power about  1000  MWatts) at a rate of about several hundred for hurricane prevention. This is interesting proposal. But these OTEC are mounted on ship platform. It is built isolated ship. They are expensive and bulky. They cannot be carried in necessary place and necessary time. In addition, these ships cannot be protected against strong wave and wind.  
         [0025]     A number of articles and patents describe various researches of wind vortex stability and critical points determination. The external actions on these critical points are more effective [for example,18,19].  
         [0026]     It is very important Ross Hoffman theory of “chaotic” system [20] received the first experimental support. This theory “butterfly effect” declares that minimum “impact” in “chaotic” system, for example hurricane, can produce “chain” reaction and even change vortex movement direction. However, this “chaotic” part of hurricane prevail from process beginning. Further the vortex process become predominant.  
         [0027]     The present invention devotes to creation of the relocatable (movable) means using wave energy, in particular, artificial upwelling, and to use these means for water cooling in the necessary place and the necessary time. Such means must be suitable for mass-production, light and fast transportable in the necessary place and depending on weather in the small degree. The plurality of said means makes possibility to create powerful flow of cold water from deep zone to water surface.  
         [0028]     The present invention offers to execute cooling of ocean surface with the help of said means in the hurricane forming period in combination with acting to atmosphere part of hurricane, in particular, explosive (or other) acting to air hurricane part while the vortex process is weak. For example, one can use oxygen-poor fuel-air explosive delivered by pilotless fuel delivery means (rockets) to necessary area of the hurricane.  
       SUMMARY OF THE INVENTION  
       [0029]     Therefore one of possible kind of this problem solution is the creation of a method and means allowed to cool the water surface in necessary time, in necessary place and even if to elevate said ocean surface area temperature of two-four degrees C[20].  
         [0030]     Said aim is reached with the help offered invention. This invention is described in following aspects characterized their stages, features and advantages. This was made for better understanding of their essence.  
         [0031]     The main aspects of present invention consist in the cooling of large zones of ocean surface with the help of the plurality relocatable water pump stations using the water energy, in particular, for: artificial cold water upwelling from high depth, artificial warm surface water downwelling to high depth, and evaporating of the spraying warm surface water and extracting heat energy from ocean surface. The last process that is produced by the plurality said stations is able to reduce the lifting warm air flow above water surface that is able to induce the local hurricane.  
         [0032]     The second aspect of the present invention consists in that these stations are able to pump great water masses from the first water layer with the predetermined temperature to the second specified layer, for example, from deep cold water to the ocean surface. And each of these stations comprise a main buoy and a pipeline cylinder-liked in shape. Said main buoy contains an internal cavity connected to external environment (atmosphere) through one or more openings, said cavity is connected to internal part of said pipeline and a water flow-controlled valve that is placed inside said pipeline.  
         [0033]     The third aspect consists in creating of a distributed system consisting of the plurality of relocatable water pump stations using wave energy, these stations are placed in waiting positions, and these positions are chosen so that maximum number of said stations is able to reach necessary place maximum fast after receiving troubled message.  
         [0034]     The fourth aspect of this invention consists in regular dangerous region monitoring, determining place where it is liable to appear hurricane, the target designation to the stations placed near this region, and transmitting troubled information to said stations with help wireless communication (acoustic, productivity or radio channel) about the place and the time of hurricane incipience, and really traffic and depth of motion.  
         [0035]     The fifth aspect consists in that said stations comprise special means for their submersing to predetermined depth, moving under water surface and rising to the surface. This is useful because the underwater conditions are little depended on external weather.  
         [0036]     The sixth aspect consists in that said stations contain mover allowed transporting these stations not only by the help of external towboat, for example, any submarine, ship, but also as autonomous underwater vehicle (AUV).  
         [0037]     The seventh aspect consists in requirements to pipeline material. In the case if the pipeline is more than predetermined value then the average density of said pipeline is slightly over water density, for example, the rigid material (such as polyethylene, fiber-glass etc) or flexible film (on the base of spectra, kevlar etc).  
         [0038]     The eighth aspect consists in that said pipeline made from flexible material holds its shape with the help of the holding means, for example, plumbs (weights), placed in said pipeline lower part evenly around it, and said plumbs having total weight that is more than the sum of tangential stresses and inertia forces (given below APPENDIX).  
         [0039]     The ninth aspect consists in that said stations are able to be in two states: opening state for effective water pumping or collapsed state for fast travel, and in that these stations have reconfigurable means for transforming these stations from first state to second and back in sufficiently little time. These reconfiguration means placed on any station are either a self-sufficiency means or require to use additional means that are may be located on special ship (submarine). And these stations have to comply with sea stability conditions (said station metacenter must lies above than the gravity center) in each states. Said stations have positive buoyancy in the operating state.  
         [0040]     The tenth aspect of the present invention consists in that said stations being transformed in the collapsed state, said stations have the least cross-section in movement direction and this aspect makes said stations are suitable for transporting with the help of embedded mover or independent towboat.  
         [0041]     The eleventh aspect consists in that the stations contain reconfiguration means for transforming said stations from operating state to collapsed state and back. These reconfiguration means are located either into said stations totally or partially. In last case the additional means for these stations transforming placed on special ships are used. For example, if the rigid pipeline is partitioned into several sections and each of these sections has length that is equal to several tens meters, then these sections are connected by bayonet or thread connectors. The assembly and disassembly of said pipeline for transforming from collapsed state to operating state and back are used by the help of special ship equipped by the ship hoist and special tongs.  
         [0042]     The twelfth aspect consists in that the main buoy comprises a control unit in which various programs of station controlling are loaded and this device is placed inside main buoy. These programs represent necessary algorithms of submersion, motion, emersion of said stations and transformation from operating state to collapsed state and back.  
         [0043]     The thirteenth fourteenth aspect consists in that the warm surface water zone is said level of the predetermined temperature, said stations have the short pipeline, said valve is placed in the lower part of said pipeline, each of one or more said lateral pipes is ended by its sprayer outside said main buoy, each of said sprayers is directed at an acute angle to the horizontal, and the pipeline length is sufficient for transforming these water jets to sufficiently little drops. The hydraulic hammer induces extracting of water. The extracting water breaks up into separate jets and then these jets break up into drops. This takes place because of the internal instability of said jets. The little drops have very large total external surface and this promotes evaporating. The known methods, in particular, using ultrasonic, allow raising the rate of these processes. The using of the hydraulic hammer may result abrupt pressure increasing and requires using means of safeguarding against this, for example, safety valves placed on the pipeline surface. The aerodynamically useful shape of the longitudinal cross-section of said pipeline is important for successful working of said station and may be calculated by the help of known methods. The wave energy converter may be placed as inside said water tract, so also in additional pipeline according to the aerodynamics requirements. This variant of said station may be used in view of moved pipeline apart, for example, by the way of telescoping of rigid pipeline or folding of flexible pipeline. The order variant of station having the rigid pipeline consists in that said station comprises the demountable joint means for joining of said main buoy and said pipeline. Said means may be made in base of the threat, bayonet etc. In the collapsed state said station consists from separately placed main buoy and pipeline. The pipeline length may be equal 5-30 m. The existing experience allows transporting such station and mounting theirs. Short pipeline length allows using the metal pipelines.  
         [0044]     The fourteenth aspect consist in that the offered free-floating stations have limiters of approach said stations each other, are chosen from the group including: elastic bars, rotators of said stations, in particular, with the help of that one or more said lateral openings have their outlets are placed below water surface and such tubes are bended relatively radial direction, bulges placed on the pipeline surface along a helical path, and said rotations is oriented so that all said stations rotate clockwise (or anticlockwise), but in one direction only. The own mover and communication means placed inside said stations and the world-wide known booms anchors may be used for the limiting of growing said stations apart.  
         [0045]     The fifteenth aspect consists in that said station includes such limiters which allow holding the position of said water pump station. The two-sectional water-anchor allows finding trade-off of two problems. At first, fixing said station position hinders oscillations; at second, the water-anchor supports the orientation, but don&#39;t supports constant position. The second section of said water-anchor fixes the first section (the water-anchor, the buoy lied on the water surface) position. The second section consists of the garland of the buoys located under water vertically. The water masses have different speed and direction, and sufficient length of said garland allows averaging these fluctuations.  
         [0046]     The sixteenth aspect is as follows: the main buoy comprises energy source device consisting at least one source that is chosen from the group including: the source loaded from the outside (fuel cells etc) or/and wave energy converter connected to accumulator (electrical or non-electric (mechanical or hydraulic) accumulator), and this energy source device are connected with said control unit, drive system and embedded mover. This allows prolonging the autonomous moving time.  
         [0047]     The following aspect of present invention consists in that said stations may have the means for fast traveling in collapsed state ( by embedded mover, by special ship etc) and the means for the correction of said station correction in time of operating state (using upgoing water energy).  
         [0048]     The following aspect consists in that said station comprise the locator (radio, acoustic or optic) that allows defining the distance between said station and another object, in particular, the second station. This allows maintaining predetermined distances.  
         [0049]     The following two aspects are connected with movement speed increasing. It is necessary in order to said water pump stations could be catch hurricane up. The increasing of the value L/d, where: L-length of moving body, d-cross size, causes abrupt water resistance decreasing. These offers make possible to move said stations under water at a rate 5-25 km an hour. This rate is no less that hurricane forward motion rate. The present offers make possible said stations are re-usable against hurricane on the new position.  
         [0050]     The first of said two last aspects consists in forming the main buoy into oblong near-stream shape. The most water pump productivity corresponds to the most oscillations, and the most oscillations correspond to this main buoy location named “beam in the sea”. The other directions correspond substantially little productivity because of the long buoy, the length of which is comparable with wave length, averages said oscillations and decreases productivity. For this purpose the water-anchor is offered that is connected to opposite ends of said buoy by two ropes. For increasing efficiency of controlling these ropes may be connected to tension-sense tool. Additionally, the oblong shape of the main buoy extends area of the main buoy bottom and decreases the pack thickness by packing the flexible sections.  
         [0051]     The second of said two aspects consists in mounting a docking assembly on the main buoy (docking port and docking unit at the opposite ends of this buoy) that makes possible to unite several said stations in common ship for travel. In this case the mover consists of two separated blocks placed symmetrical about the vertical plane of symmetry and outside main buoy so that said main buoys adjacent in chain don&#39;t hamper each other, and such main body&#39;s chain has near-streamlined shape.  
         [0052]     The following aspect of this invention consists in creating cold water masses at shallow depth with the help of a rotatable reservoir that is cylinder-like in shape, and present method uses the state of practically indifferent equilibrium of the reservoir. The density increase with depth, but real increment for said reservoir is no more 0.2%.  
         [0053]     The last aspect of this invention offers for strengthening of said effect to use the additional action on the atmospheric part of said dangerous phenomenon with the help of other, in particular, known methods, for example, such as oxygen-poor fuel-air explosive in various sensitive points of over water space, and this action is executed concurrently with pumping water. It is helpful to displacement such stations on the way of probable hurricane movement in order to create the cooled water zone on said way. Besides, in addition, these stations can be used against one and the same hurricane repeatedly.  
         [0054]     The offered water pump stations, using wave energy, have simple design and may be produced in large quantity.  
         [0055]     All necessary parameters given in this application is really. The existing data allow to estimate the artificial upwelling productivity as 0.3-1.0 cubic meters per second if the pipeline (conduit) length equals 400 meters, wave height equals 2 meters and pipeline diameter equals about 1 square meters [16]. There exist many researches of analogical devices (artificial upwelling and mixing-AUMIX)[21, 22].  
         [0056]     The existing autonomous unmanned underwater vehicles (AUV) allow to reach the travel speed that is equal about 18.5 km/hour (Jane&#39;s Defense, 14.09.2005) by submerged depth about 200 m (Sea Keeper), Japan “Urasima” submarine&#39;s record was 317 km at a depth 800 m in a period of 56 hours. “Urasima” used fuel cells as energy source, and the sea bottom acoustic beacons and laser gyroscope for the orientation.  
         [0057]     The standard submerged acoustic system (NATO) works at a distance 10 km only, because variations in water temperature, salinity and motion distort the signals. A sonar system called Deep Siren could change this by using very low frequency sonar that would overcome these conditions and increase the range of data transmissions to between 70 and 200 kilometers[23].  
         [0058]     The field of autonomous underwater unmanned vehicle (AUV) creation is under active study now[24-27].  
         [0059]     These data show that all necessary parameters given in present invention are reachable really.  
         [0060]     According to [16] and Appendix 7 the ideal discharge Q=0.93 cub.m./sec,            TO COOTB e TCTB yer 80 000 cubic m./twenty-four hours.  
         [0061]     Let us area of substantial part of “young” hurricane equals 200 sq. km ( “eye&#39;s” diameter is equal to 20-50 km), then 1000 offered stations (each about $20000-30000) will produce about 10 7 -10 8  cmps (cubic meter per second) of cold water that allows to depress the surface 0.8 m-layer temperature from 26° C. to 22° C. 
        NB. The stations that is considered according to claims  8  and  13  may be produced at a rate of a few tens of thousand.        
 
         [0063]     It is difficult to estimate the result of the said downwelling and the spraying, but even 5% evaporating of total quantity of said spraying water subtract from this water-air mass about 2.5 TCal. This is sufficiently to rise the surface layer of thickness about 1 m of four degrees C.  
         [0064]     The variant of evaporating requires the short pipeline that is useful for moving.  
         [0065]     On the other hand, simply variants, according to claim  8  and  13 , may be used for transportation similar stations the high-speed ships [28], for example:  
         [0066]     hydrofoils (˜40 knots),  
         [0067]     ekranoplans (˜500 km/hour, ˜300 tons, project),  
         [0000]     and new project Pelican Ultra Large Transport Aircraft [ULTRA] of Boeing Corp. [29].  
         [0068]     This allows to overtaking any hurricane, creating on its way the cold water layer and even deflecting this hurricane [20].  
         [0069]     This layer may be sufficient in order to a hurricane weakening. 
     
    
     BRIEF DESCRIPTION OF THE DRAWING  
       [0070]      FIGS. 1A-1M  illustrate various positions of a station using the pipeline made from a rigid material.  
         [0071]      FIG. 1A  is a drawing of a front view of such station in the operating state.  
         [0072]      FIG. 1B  is a drawing of a side view of such station in the operating state.  
         [0073]      FIG. 1C  is drawing of such station in intermediate state in going from operating state to transport state.  
         [0074]      FIG. 1D  is drawing of such station in the transport state.  
         [0075]      FIG. 1E  shows the sequence of said station transforming from operating state to collapsed state.  
         [0076]      FIG. 1F  shows the sequence of said station transforming from collapsed state to operating state.  
         [0077]      FIG. 1G  shows one variant of the two-positional switch scheme.  
         [0078]      FIG. 1H  shows a fastening unit.  
         [0079]      FIG. 1J  and  FIG. 1K  show two variant of the valve.  
         [0080]      FIG. 1L  shows the developed view of the main buoy.  
         [0081]      FIG. 1M  shows a scheme assembly and disassembly of the station having the rigid pipeline consisting of several sections those length is equal to several tens meters.  
         [0082]      FIGS. 2A-2E  illustrate various positions of a station having pipeline made from a flexible material.  
         [0083]      FIG. 2A  is a front view of such station in the operating state.  
         [0084]      FIG. 2B  is a front view of such station in the collapsed state.  
         [0085]      FIG. 2C  illustrates packing flexible pipeline.  
         [0086]      FIG. 2D  is the first scheme of packing in view of pleats.  
         [0087]      FIG. 2E  is the second scheme of packing in view of plane covering.  
         [0088]      FIGS. 3A-3G  show the reservoir of cold water placed below water surface.  
         [0089]      FIG. 3A  shows reservoir placed below water surface and said water pump station placed above its.  
         [0090]      FIG. 3B  shows singly placed reservoir.  
         [0091]      FIGS. 3C-3G  show sequence steps of the cold water masses creation beneath the ocean surface: initial position (C), submerging (D), placing aflat (E), cold water filling (F) and turning (G).  
         [0092]      FIG. 4A  shows a group of these stations connected by ropes sequentially.  
         [0093]      FIG. 4B  shows two these stations jointed together by docking unit.  
         [0094]      FIG. 5  shows the station having oblong near-stream shape placed along the wave crest and the water-anchor.  
         [0095]      FIG. 6A  shows the simple variant of the water pump station.  
         [0096]      FIG. 6B  shows such station that is in collapsed state, and a winch lifting this station above ocean surface for transporting by the help of a ship.  
         [0097]      FIG. 7  shows the water pump station using the hydraulic hammer for spraying warm water.  
         [0098]      FIG. 8A  shows one scheme of reacting against hurricane.  
         [0099]      FIG. 8B  illustrates one possible scheme of such stations placement.  
         [0100]      FIG. 9A  demonstrates the rotating stations interaction.  
         [0101]      FIG. 9B  demonstrates the turning moment creation.  
         [0102]      FIG. 9C  shows two-sectional water-anchor.  
     
    
     DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT  
       [0103]     This description of the present invention is illustrated by the example of said stations using artificial upwelling for hurricane weakening.  
         [0104]      FIGS. 1A-1E  show a schematic view of a relocatable water pump station that has the pipeline made from rigid material (rigid pipeline).  
         [0105]      FIG. 1A  shows said station  110  in the operating state (conventionally, front view). This station  110  comprises a main buoy  115  and an additional module-buoy  116 . The united buoy  115 - 116  floats on a water surface in ocean (surface zone). The water surface is indicated by “AIR-WATER”. The united buoy  115 - 116  has internal cavity  111  in view through channel. On the top of this channel  111  is placed a opening  114 . The main buoy  115  comprises a lateral pipe  112 . An opening  113  (outlet) of the pipe  112  is placed above water surface. The pipeline  120  made from rigid material erects down. Its lower opening  121 (inlet) is placed in DEER ZONE(Cold water). This pipeline  120  is closed from top  122 . The opening (one or more)  123  is placed near upper end  122  of the pipeline. This opening  123  and entrance in the pipe  112  is fair. The water flow-controlling valve  125  is placed in upper part of the pipeline  120 . Such valve has a disc (on these Figs the valve disc  120  is shown). Such valve has a disk and a seat (isn&#39;t shown so that such valves are known devices). The seat is fastened on the pipeline envelop and has the central opening. The valve disc is hung by hinges, for example, or said disc moves free between said seat and limiters placed slightly above seat. In lower position of the disc the valve covers the seat opening, in higher-uncovers one. Last variant using free disc has minimum switch time.  
         [0106]      FIG. 1B  shows two rolls  131  that are placed in the pipe  111  and these rolls  131  clamp the upper part of the pipeline  120 .  
         [0107]      FIG. 1C  shows an immediate state of this station by transforming from opening state to collapsed state. The station is submerged to predetermined depth. The additional buoy  116  is clamped on the pipeline  120  in the first position (N=1, where N is equal to the number of the additional buoys). The main buoy  115  is placed near its base position in collapsed state.  
         [0108]      FIG. 1D  shows the main buoy  115  and the additional buoy  116  together with the pipeline  120  that are placed on the predetermined depth in collapsed state.  
         [0109]      FIG. 1E  illustrates transforming said station to collapsed state. In this Figure this station includes the main buoy  115 , two additional buoy-modules  116 _ 1  and  116 _ 2 , the pipeline  120  and the upper end of this pipeline  122 . The main buoy contains the rolls  131 . The sign “V” shows the position of the two-positional switch. If this sign is placed in horizontal then the next module is fastened to previous. If this sign is directed down then this module is fastened on the pipeline. The rolls  131  move this pipeline to new predetermined position and fastened the main buoy  115  to pipeline  120 .  
         [0110]     Step 1—initial operating state.  
         [0111]     Step 2—pipeline is moved by the rolls  131  and it takes the first position.  
         [0112]     Step 3—the two-positional switch placed inside module  116 _ 2  is switched and the module  116 _ 2  is disengaged from module  116 _ 1  and is fastened on this position of pipeline.  
         [0113]     Step 4—the rolls  131  move pipeline together with the module  116 _ 2  and the pipeline  120  takes the second position.  
         [0114]     Step 5—the two-positional switch placed inside module  116 _ 1  switches and the module  116 _ 1  is disengaged from main buoy  115  and is fastened on this position of pipeline.  
         [0115]     Step 6—the rolls  131  move pipeline together with additional modules  116 _ 1  and  116 _ 2  to the second position. This position corresponds to “operating state”.  
         [0116]      FIG. 1F  illustrates similarly reverse transformation said station from collapsed state to operating state.  
         [0117]      FIG. 1G  shows the scheme of one variant of the two-positional switch that is placed inside module “n” (in center of this figure). These  FIGS. 1G-1H  are shown for example. It this Fig. is shown two adjacent modules “n−1” and “n+1”. Such switch is placed inside each additional module.  FIG. 1G  presents one variant of the energy-independent switch. The base of this switch is the two-positional spring  170  that has two stability positions. The triangle  162  is formed from the rods. This triangle has possibility to slew around the hinge  163 _ 4  between two positions that is determined by the spring  170  positions. The triangle  162  and this spring are connected by the hinges  163 _ 1 ,  163 _ 2  and the rod  161 _ 4 .  
         [0118]     The rocker  164  is formed from the rods too. Each slewing induces moving the magnets inside the units  150 _ 1  and  150 _ 2  with the help of the rods  161 _ 1  and  161 _ 3 . These fastening units  150  attach the module “n” either to previous module “n−1” or to the pipeline  120 . This unit  150  is shown in following  FIG. 1H . If the magnet  155 _ 3  is in high position then the spring  172  presses the plunger  153  to either the pipeline surface  120  or the bulge surface  180 _ 1 ( 180 _ 2 )—for example. When the magnet  155 _ 3  lowers then it attracts plunger  153  releasing surface.  
         [0119]     The basic state of the magnet  155 _ 1  corresponds to upper position of core  157  and step 1 ( FIG. 1E ). The magnet  155 _ 3  inside the unit  150 _ 1  is in the upper position too. The plunger  153  is attached to the bulge  180 _ 1  module n−1. The magnet M inside unit  150 _ 2  is in lower position and corresponding plunger is in the upper position too. Let us module n+ 1  is absent. The step1-to-step2 transition is caused by lowering the magnet  155 _ 1 . This results to lowering the core  157 , magnet  155 _ 3  inside the unit  150 _ 1 , lifting the plunger  153  inside the unit  150 _ 1  and releasing module “n” from module “n-1”. Immediately the triangle  162  induces lifting of the magnet inside unit  150 _ 2 , lowering the plunger inside unit  150 _ 2  and clamping the pipeline  120  (trigger). Then the rolls in the main buoy move pipeline, the influence module “n−1” upon the module “n” is lost. For the validity of working said position of magnet  155 _ 1  is conserved for a time until the influence of the magnet  155 _ 1  will be weaken enough (it isn&#39;t shown). Then the magnet  155 _ 1  returns to base (upper) state and remains in this state. Therefore by sufficient approaching module “n” to module “n−1” (step7-step 8  FIG. 1F ) the magnet  155 _ 1  attracts core  157  and lifts its that induces lowering the plunger  153  inside unit  150 _ 1  and attaching module “n” to module “n-1”.  
         [0120]     The signal passes through intermediate modules, for example step2-step3, according to scheme of “standing-on-ones carry” (it isn&#39;t shown). Such transmits further if following module is attached to this, and one is used in this module if following module is absent.  
         [0121]     In  FIG. 1J  is shown first variant of the upgoing water flow-controlled valve. The tract  111  (for, example, rigid or flexible pipeline, analogously) has upper opening  114 . The valve seat  125 _ 3  is placed inside said tract. The valve doors  125 _ 2  are mounted on the cross lintel  125 _ 4 . The upgoing water flow opens these doors, the weight of these doors lower theirs.  
         [0122]     The valve shown in the  FIG. 1K  uses the the disk (plug)  125 _ 6  that in lower state is attached to the valve seat  125 _ 5  and closes the pipeline.  
         [0123]     The  FIG. 1L  shows the developed view of the main buoy  115  using the rigid pipeline. Two parts  115 _ 1  and  115 _ 2  of this main buoy  115  are connected by the help of the hinge having the hinge axis  190 _ 1 . It is shown the internal part of the cavity  111 . It is shown two tongs  190 _ 2  for fastened said main buoy.  
         [0124]      FIG. 1M  shows a scheme assembly and disassembly of the station having the rigid pipeline  120  consisting of several sections those length is equal to several tens meters. The ship hoist  190  is placed on the deck of the special ship  100 . The ship  100  is equipped by two tongs: the first tongs  191  and the second tongs  192 . It is shown that the upper section  120 _ 1  is fastened by the first tongs  120 _ 1 , the rest part of the pipeline  120  is fastened by the second tongs  192 . The section package  193  is placed on the ship deck.  
         [0125]     In  FIG. 2A-2E  is shown a schematic view of a relocatable water pump station that has pipeline made from flexible material.  
         [0126]     In  FIG. 2A  is shown said variant station  210  in according to present invention in operating state. The pipeline  220  made from flexible material is erected down by plumbs (weights). The pipeline  220  is fastened to the main buoy bottom  217 . Plumbs (weights) are placed around pipeline in its lower part (predominantly) and aren&#39;t shown. These plumbs hold this pipeline in tensed state by various wave oscillations. The main buoy  215  has the cavity  211 . This cavity  211  is connected to the lateral pipes  212 . The valve  225  is placed in lower part of the cavity  211 . The spools  218  are placed inside said main buoy (in the equipment clamber). The lower end  220  of said pipeline includes opening  221  that is placed in DEEP ZONE (cold water). In  FIGS. 2A-2C  two pairs of the knot points ( 231  _ 1  and  232 _ 1  and  231 _ 2  and  232 _ 2 , correspondently) most removed from main buoy bottom are shown. Four ropes ( 241 _ 1  and  242 _ 1 ) and ( 241 _ 2  and  242 _ 2 ) are connected to four knot points that are said above. These ropes pass through circular cells that are fastened to correspondent immediate knot points ( 231 _ 3 ,  232 _ 3  and further). Each of the upper ends of these ropes is connected to correspondent spool  218 . These ropes are reeled up the correspondent spools and reeled off.  
         [0127]     In  FIG. 2B  is shown the station  210  using pipeline made from flexible material in the collapsed state. It is shown the package  226  of said flexible pipeline.  
         [0128]      FIG. 2C  illustrates pipeline packing (immediate state, bottom view at an acute angle). The pipeline  220  made from flexible material is fastened to main buoy bottom  217  by with help of the flange  218 . The start of these ropes  241 ( 241 _ 1  and  241 _ 2 ) and  242  ( 242 _ 1  and  242 _ 2 ) are on the surface of the pipeline  220  near the entrance  221 . Here these ropes are fastened in the knot points  231  ( 231 _and  231 _ 2 ) and  232  ( 232 _ 1  and  232 _ 2 ) correspondently, further pass through circular cells in the knot points  231 _ 3 ,  232 _ 3  and further, and lastly end inside main buoy (correspondent spools aren&#39;t shown) passing through openings  219 . The flexible pipeline packing is executed by stretching of said ropes.  FIG. 2D  illustrates a simply method of said package folding for M=5. For example, the rope that passes through the opening  219 _ 2 , further through the cells  241 _ 16 ,  241 _ 10 ,  241 _ 8  sequentially and ends in the point  231 _ 2 . The full step is equal 2*M−2=8. Correspondently, the knot points  232 _ 1 ,  232 _ 9 ,  232 _ 17  etc.  FIG. 2E  illustrates more intricate scheme packing that make possible decreasing of the package height at the expense of placing of this package on more area.  
         [0129]     In  FIG. 3A  is shown a water reservoir  320  floated below sea level (AIR-WATER). This reservoir has lower flange  318  on which a lower cover is placed (isn&#39;t shown) and a upper flange  340  having central opening  342 . Inside the reservoir  320  the diaphragms  326  are placed. Above said reservoir the water pump station  310  is located. The main buoy  315  floats on the water surface. The pipeline  329  is placed inside the reservoir  320  and said diaphragms  326 . The blinds  360  are erected down. In  FIG. 3A  is shown the water flow scheme. The useful FLOW  3  is a sum of cold water FLOW  2  and interfering warm water FLOW  1 . The difference of FLOW  2  and FLOW  1  determine the temperature of ejecting water through upper section  329 . The difference in these weights is too little (a fraction of percent), and two types of retarding warm water means: flexible diaphragms  326  and flexible blinds  327 . The diaphragms  326  are placed inside lower section  320  and the blinds  327  are drawn on the way of FLOW 2  as a precautionary influence this FLOW 2 . The length of lower section  320  is more significantly than upper section  329  but the upper section length is more than the distance between the main buoy bottom and the lowest diaphragms. The reservoir  320  holds its depth by the help of the buoys  361  and ropes  371  ( FIG. 3B ). These buoys compensate the warm water layer (FLOW  1 ) pressure. This design has means holding the vertical position of this reservoir and means holding the relative positions of said reservoir  327  and said main buoy  315  (aren&#39;t shown).  
         [0130]     In  FIG. 3B  is shown the second variant of this design. The continuous cover  340  blocks warm water FLOW  1 . The pump ( isn&#39;t shown) connects to said reservoir by pipe  320  and is placed outside this reservoir. Such pump may use as wave energy, so other methods. The pipe  329  levels the pressure in this reservoir. The buoys  361  hold the vertical position of the reservoir  327 .  
         [0131]     In  FIGS. 3C-3G  are shown the sequential stages of the cold water masses forming. The flexible reservoir  327  is fastened to the upper flange  340  lowers at the depth that is equal one half of pipeline length. The upper flange  340  is connected to ship  310  by ropes  372 . At a necessary depth the ship  310  moves forwards and hauls said upper flange at the ropes  372 . The turn (F 1 ) meets with large water resistance (the large side area). The upper opening is open. The movement to forwards doesn&#39;t meet with large resistance and said reservoir fills by cold depth water.  
         [0132]     The reservoir is in indifferent equilibrium state. Then the ship  310  moves back, creates the turning moment around the gravity center. After 90 degree turn the upper flange reaches ocean water surface.  
         [0133]     In the case using of the flexible reservoir the upper cover has to close before turning in order to its shape holding or to use order means.  
         [0134]     In the case using of the rigid pipeline its lowering executes in inclined state. In  FIG. 4A  is shown offered stations  410 . Each of these stations equips with a joining assembly consisted of the jointing plug  451  and joining socket  452 . These plug and unit are placed on the opposite ends of the stations  410 . Several stations are connected with each other, for example, by the ropes  440  sequentially. In  FIG. 4B  the group of these stations is shown in the attached state.  
         [0135]     In  FIG. 5  is shown the station having the oblong main buoy  510 . This station is shown on the crest of wave. The ropes  541  and  542  connect the ends of this main buoy ( the bow and the stern)  531  and  532  to a water-anchor  540  that helps to conserve chosen direction “beam in the sea”.  
         [0136]     In  FIG. 6A  is shown the simply variant of this station according to claim  8 . The station  610  includes the main buoy  615  and flexible pipeline  620  that has lower opening  621 . The main buoy  615  includes said cavity  611 , lateral pipe having outlets  613 . The main buoy  615  includes special through holes  618 . The ropes  641  pass through circular cells, further through these holes  618  upstairs and are fastened one to another on the top of the main buoy  615  in the knot point  645 . The bulges  661  are designed for rigging this station on the deck of ship  600  without touching package of pipeline.  
         [0137]     In the  FIG. 6B  is shown a ship  600 , having a winch  601  and a drum  602 . Said station  610  is caught on the knot  645  with the winch  60   1 and is lifted overwater. The drawing off these ropes transforms the pipeline in the collapsed state. In this  FIG. 6B  is shown that the pipeline package is placed completely between the bulges.  
         [0138]     The  FIG. 7  shows the water pump station using the hydraulic hammer for spraying warm water. The station  710  comprises main buoy  715  and the pipeline  720  having lower opening  721 . In the lower part of said pipeline  720  the valve seat  724  and valve disc  725  are placed. The total flow  751  passes through said pipeline  720  ( 752 ) and divides into several parts  753 . Each of these parts  753  passes through separate pipe  730 , compresses by water pressure and nozzle shape  731  and sprays through upper opening  754 .  
         [0139]     In the  FIG. 8A  is shown conditionally the hurricane. The stations  610  produce cold water masses on the water surface under hurricane, the rockets filled by oxygen-poor fuel-air are launched to the vulnerable points of hurricane. These points may be, for example, the lower part of hurricane, the area of wind speed minimum etc.  
         [0140]      FIG. 8B  illustrates one possible scheme of such stations placement for struggle against hurricane. The hurricane moves to sea-coast where city is placed. The current way determines the positions where need place such station  813  and calculates predicted way/On the predicted way such stations place  812  and groups of such stations prepare for sea-coast protection.  
         [0141]      FIG. 9A  demonstrates the rotating stations interaction. According to Bernoulli the pressure between turning in one direction stations  910  is more than in other places (this is shown by signs “+”.  
         [0142]      FIG. 9B  demonstrates that the jets directed in opposite directions create the turning moment that turns said station. These jets are the little parts of upgoing flow that are extracted through additional lateral opening for this purpose.  
         [0143]      FIG. 9C  shows two-sectional water-anchor. The common water-anchor  911  floats near said station  910  and is tethered to said station  910  by the rope  941 . The garland of the second section is formed by the ropes  942 . This garland includes group of the buoys  912 . These buoys are tethered to each other in series by ropes  942 . The water streams “stream” at a different depth are directed in different directions. These buoys located at different depths are subjected to these different “stream” forces. Said buoys may be made in view of flexible balloons filled by water.