NL1043729B1 - Climate dam - Google Patents

Abstract

Summary Pipework consisting of rigid or flexible parts that can be located over lengths above, on, through or below ground level and can be adapted to have an effect according to the invention in the urban dry and wet infrastructure, including in tunnels, sewer systems or waterways to move or absorb liquids in a horizontal, inclined or vertical position and to move them in selected directions by means of a slope or with pumping power and where the pipework as a body in the public space can be a partition wall to retain water or to be allowed to pass through or to be supplied or discharged by means of the passages, to mix and separate liquids both inside and outside the pipework, whereby the throughput speed and diameter of the pipework can be determined per location and where liquids can be used for irrigation or evaporation are offered or issued from and by means of the properties of the piping, including the parts facing the open space or facilities intended for release or facilities suitable for evaporation, whereby the piping can be interrupted and closed with mechanical parts provided with piping according to examples shown in the invention and where the piping can be fitted with valves, valves, gates, or may be fitted with adjustable inlets, outlets or orifices in association with cylindrical core ducts having channels surrounded by permeable fabrics and wherein the ductwork may encircle objects to form interior or exterior areas to conform to the properties including cross passages, provided with closing means, to provide water safety. 1043729

Description

Title Rijmaealgam

BACKGROUND OF THE INVENTION As a result of the kinast change we see an increase in ds hoeveslhsid rainfall in sometimes also shorter periods, increased walerspiegsis including the sea level, resulting in extremely serious flooding.

Quays, banks, dykes and coastlines in the built-up area offer insufficient water protection and in many cases cannot be raised just like that.

Experts point to a further decrease in the aforementioned roller robbery nuisance. Another consequence of climate change is the increasing drought periods with rising temperatures, which lead to more urban hanging.

The foregoing invention relates to a pipework that alleviates the above technical problems by, among other things, the direct reversibility of the flow direction within the pipework. types of leakage works are known, such as water pipes and water pipes that are designed for irrigation in agriculture and agriculture, pipes such as fire hoses, water pipes, rainwashers and drainage works in the chemical industry, sardolis processing and in natural gas extraction.

However, these pipeworks regard the properties as characteristic of the present invention, in particular the direct reversibility of the feed direction, whereby 0.2, an above-ground kser wall can be formed, which can serve as a partition wall and as a water barrier, whereby the invention is equipped to absorb water pellets on both sides. adjust, increase or decrease.

The invention will also be applicable due to its location as a surrounding, surrounding body with which a site can be enclosed and protected against high water, including the protection of tunnel entrances or objscien in the broad sense. The invention is designed to carry rainwater sideways from the enclosed area to the storm side. The invention can also provide water with the same installations, for example for irrigation, but also in particular for lighting — through evaporation — of urban heating and protection. to people, animals and vital objects.

According to the descriptions below, the invention can also work with methods that are not known from the aforementioned generally known types of flood defences.

The piping can be located above or below ground level, but also partly through sn below ground level in caves such as tunnels, but can also be puddled in surface water such as waterways including rivers, in canals, in canals and in pipes, including through its own piping within a Zen rig pipe without impeding this pipe's effectiveness. The piping can be constructed from, for example, concrete prefab glements or as a formality of pipes to be poured in in belon and, where requested, can be constructed from lexible cloth-shaped materials, but also from rectangular tube are semengestsld for monlags along walls.

Flood defenses per se are known in many publications, see, inter alia, applicants' previous patent applications WO 01/071099, WO 2006/082383, WO 20117158146 and WO 2012/188877.

In general, these systems have to be brought into the working position and have the property of turning from one direction to the other with only a horizontal water-retaining effect.

This can be disadvantageous because climate change will result in an ever wider range of flood and rainwater tolls, along with the possible displacement within an area as a result of varying terrain heights and the water will flow to a known lowest point. soo! absorb incoming water as runoff and drain to 0.4. surface water or watercourses, underground and above-ground storage facilities and daamsast simultaneously function as a flood defense system in a flood zone. The invention can also regulate varying water levels on both sides of the above-ground body, whereby the availability of several pipes makes it possible to separate flood water from chemical contamination or, for example, from dirty sewage water. There is a need for an adjustable pipework which can also serve as a retaining body and thereby act as a water supply device and which is also provided with means with which the operation is reversible to a water supply. Such a system has a large! interest in the fact that nothing needs to be done to prevent flooding! to be limited immediately, especially under mushy, sometimes stormy weather conditions. In addition, the invention can also supply water daily and immediately to irrigate nature in the event of drought and to moderate urban heating by means of water supply to, among other things, own structures of the pipework with which gene evaporation can be prevented. to gain. Examples of said structures, including distributing, poisoning and injecting means, are shown and highlighted in the following drawings.

There is a need for pipework where areas can be included to provide safe plastics for people, including emergency services with food and potable water, as well as for animals, for vital objects including sensory infrastructure, for the energy and chemical sector, the environment for provide adequate protection against various forms of flooding or desiccation and excessive urban hanging.

There is a need for a pipework of which the drainage capacity can be dimensioned as required and the supply or drainage capacity can also be increased in the long term compared to the surrounding supply or drainage, including those of sewers and open water.

SUMMARY OF THE INVENTION The invention provides a pipework that is suitable for extending over a short distance as well as over a large distance ull and can be placed both above and below ground level, if necessary! in underground spaces or passages in active, in use and filled pipes or in a passive, empty state where these empty stores can be seen as a zen platis hose or are located in the environment where this pillar shape offers the great advantage of mainly release from this environment such as in waterways or passageways including sewer pipes and tunnels.

The pipework is provided with both longitudinal and transverse passages, whereby these passages can be designed for operation in several directions, and can thereby be partly reversible in the feed direction for both incoming and outgoing passages, and can also be provided with mutual ascending or descending connections. such as passages with a steering wheel or closing means such as mechanical shrapnel or dabbing and, where necessary, are provided with pumps.

The Jeuingwerk can be integrated into the urban environment above its underground as well as in urban canals and canals and in the surrounding areas, especially along quays near open water, including coastal lines, harbors and along rivers. can fulfill main axes precisely by the association of the owl-lapping inslaliations.

The invention is also designed for reversing the flow direction for the discharge, but also for the supply of Walter from possibly different sources and in different qualities. In addition, the siding can immediately process the area encircled by the piping itself in order to keep objects or areas as dry as possible {already at the start but also during rainfall} and where the surrounding spaces or areas can also be districts. possibility as a dividing wall water can be cored or moved in the transverse structure approx. by means of a mechanically driven drainage flow to another attached network of pipes or to other sides of the dividing wall, possibly with the aid of pumps whereby these pumps can form part of the pipework or to choice to make use of temporarily deployable aids such as pumps,

The invention provides a construction of the pipework with elements that can be stacked, wherein the contour of the elements can provide a passage when stacked, in particular for fabric materials according to the examples as shown in the accompanying drawings. These passages can communicate with each other horizontally or at an incline or vertically and can optionally be closed off from each other by means of closing means.

Pipework can also be poured locally as a body in, for example, bston, where a valve or a sliding system can be integrated. {events! remotely) can be converted from a rest position to a drainage position or a supply position and in which the pipework as a body can serve as a container for a basin opened to the open air for water both over short and long distances.

The pipework can be a support for slender dike-shaped bodies for green areas, whereby the pipework can supply water for service as well as for evaporation. invention in connection with the descriptions according to this application.

The invention is also intended to be integrated into an urban environment and will partly be able to be implemented in widely differing designs both above, on, in and below ground level, where the pipework can be part of different structures including water retaining or water and viscous systems containing systems such as sewage houses, city canals, rivers, harbours, gutters and other systems with which liquids can be kept or moved.

The invention is also provided with means for retaining water or transferring it to locations where water is required for cooling, to mitigate the urban hiatus, but also for water supply systems where an effect can also be achieved through evaporation if cooling can be achieved,

The invention can be realized in a combination of, but not exclusively, rigid or flexible materials, wherein the dimensions, in particular the cross-sections of the passages, can be adaptable and mutually different with transitions with variable diameters.

The invention(s) is/are by no means limited to the embodiments shown and described in the drawings and description. The above description is included to illustrate the operation of preferred embodiments of the invention, and not to limit the scope of the invention. From the foregoing discussion, many variations will be apparent to those skilled in the art that fall within the spirit and scope of the present invention.

Variations are possible from the parts shown in the drawings and described in the description. They can be used separately in different embodiments of the invention. Parts of several given examples can be combined with each other.

BRIEF DESCRIPTION OF THE DRAWINGS The invention will be elucidated with reference to an exemplary ring illustrated in the accompanying drawings. Shown in: Fig. 1, a possible embodiment of a pipework provided with passages that are formed by stacking at least one, or several possibly differently designed sements, which together form a pipework according to the invention.

Figure 2, Figure 2, a pipework of which the passages have a mutual, closable, passage and, where desired, these passages cooperate with neighboring embankments, Figure 3, a pipework whose sections can be closed by means of slides, Figure 4, a possible design of a pipework wherein the pipework 1 is constructed with bston poured in the work.

Figure 5 shows a possible embodiment of a pipework in which the pipework 1 is surrounded by an earthen wall.

Figure 8, which can be used at high differences in ground surface, especially in city districts and near objects, to serve as a temporary collection point for excess water, whereby this water can be absorbed and passed through the placement of the pipework, Figure 7, shows the pipework 1 which provides for the supply of preferably dosable quantities mainly, but not exclusively, of water for irrigation purposes such as for green areas, but for the large-scale distribution of water on roofs, as well as to vertically placed panels on, for example, buildings, for evaporation so that moderation of the urban heating is promoted, Figure 7a shows how a roof top roof can be arranged to obtain a slowed-down evaporation of water.

Figure 7b shows the pipework 1 as an evaporator, in which the jacket is optionally provided locally with gases or air or water vapor-permeable materials and water vapor formed within the frame can be distributed to cool the environment.

Figures 8 and B show parts of the pipework 1 in a flaxibals configuration with a typical compact construction in passive and active positions, both working in two directions.

Figures 8a and Sa show examples of installation of the flexible pipe, Figure Ba on the basis of a hose, Figure 9a on the basis of the suspension of a sheet, Figure 9b shows the formation of a pipework 1 resulting from the method of fitting an inner liner to be introduced into an existing ring or pipe system, when a separate compartment is created, | Figures 10, 10a and 11 show the pipework 1 that can be placed in the open water as supply or discharge, which can also be used as an inflatable flood barrier with cooperating settlement against the quay wall.

Figures 12 and 13 show sen Tsxibsie des! of the pipework 1 where this part performs mechanical tasks,

Figures 14, 14a, 14b, 14c and 15 show the pipework 1 in which substances are supplied in a controlled manner and admitted into the subsoil. Figures 16 and 17 show an interruption of the above-ground part of the pipework up to grinding field height, in particular a passage for an einen.

DETAILED DESCRIPTION OF THE DRAWINGS Figure 1 Figure 1 shows a cross-section of the invention which is intended to provide pipework 1 that penetrates the open space with a combination of passages or cavities 2. This embodiment serves as an example in which the pipework is constructed from prefabricated parts in ah, concrete. By stacking the parts such as 1a, 1b and 10, the element 1 can form a pipework that is easy to vary with mainly but not exclusively passages in the longitudinal direction. also to stabilize the arrangement. Opening 8 allows the construction elements of the pipework 1 to get a raised stabilizer by means of tie rods. The prefabricated parts 1 make the pipework suitable, among other things, for regular maintenance, for adjustments, for connection to other pipes with other tasks, but also for changes in the long term, for expansion in number of passages, in volume and the fitability of the supply or discharge pipes for connections desired in addition to the longitudinal direction. This construction method, by means of stacking elements, provides access for maintenance and adaptation. The change of hull requires power regulation according to the invention and will require adjustments to the changing circumstances. The pipework 1 can be placed above ground, on the ground level 4 aismads partly in the ground level da or toll at the top edge 3a Be included in the ground level. The pipework 1 is not conditionally placed horizontally for slope and can cut through higher areas according to figure

8. In addition, the piping 1 can be adapted in the execution by using other materials to be suitable for use in underground spaces, such as in tunnels, in basements, in drainage channels including sewer pipes, also along quays of urban walerlopen where the piping 1 can be carried out in flexible material with functions according to the accompanying figures. The piping can also perform mechanical tasks according to figures 10a, 12 and 13.

The pipework 1 contains at least one passage 2 for liquids, mainly but non-draining water. DR can be relatively clean water such as rainwater but also flood water. In the case of waste water, including waste water or chemically polluted water, but also salt water with a mixture, or with a loosening joint according to the description in the drawings 14, 14a, -b, -¢ and drawing 15, where several passages are available, these can have a dimension necessary for the location. Compressed air can also be used for the operation as shown in figures 102, 12 and 13.

The piping 1 is designed to make the flow direction reversible, so that the entire system is suitable for both the intake and transfer of liquids from any designated location in the vicinity, but can also be used for the supply of, for example, freshwater and saltwater, whereby mixing of the salt water and salt water can be dosed by pumping action or by means of temporary storage in buffer cellars and, where necessary, by varying diameters of the pipework ° 1. Pipework 1 has mainly, but not exclusively, longitudinal passages 2 with the possibility of connections to pipeworks that do not lead directly to the pipework 1 including 0.8. Nool pipes and canals, The leldingwerk 1 can also be executed with an element that faces the open space, which offers the possibility! through a.o.

supply overflows with water for the flooding of greenery over lengths including great lengths according to figure 7.

The element Je offers the passage or the holes 2a and in the longitudinal direction an adapted contour 2b, 2¢ or 2d. At least one side edge may have notches 3b, 3c or 3d each of which may have a junction at 2h, do or 2d.

The pipework 1 according to figure 1 can consist of different materials, including bubble mixtures, plastics, both in hard and flexible form, of different metals such as round or rectangular pipes and outlet pairs in parallel dimensions. The pipework 1 can be a partition wall or a roller barrier.

This dividing wall is suitable for surrounding objects or areas, including city districts, but also for forming a connecting link in the infrastructure, looping landscape areas such as heights and lows, as well as adjacent to or between structures. The pipework 1 can create an outer space 5 and form an inner space Sa, which may be plastered on or included in the ground level 4a.

Figure 2 The description of figure 2 concerns an example of the pipework 1, whose passages 2 are interconnected by means of connecting channels or passages 7, whereby these connections 7 can be closable, possibly controlled by the pressure of the liquids and life can cooperate with surrounding pipeworks, possibly from third parties, whereby the non-return valves 9 can have at least one stop Sa or 8b at their disposal in order to be able to steer viscosities ull in several directions to the desired passage or direction.

The passages 10a or 10b can be connected to 2p via the passages 7, whereby the quantity of liquids supplied via 10a or 10b can be greater than the passage 2p can process over its length. A portion of the liquids can be provided via passage 2g drainage. In the event of drought and heat, it is possible to supply freshwater via passage 10s and via passage 105 salt rollers to be mixed in channels 2p and 2g and then transported and delivered as brackish waler to locales to be chosen. the water "for example, from the inner area SC, press the valve 8 to the stop 93, whereby the water can be discharged via 2p to the outer area 5 or to an open space elsewhere where collection is provided.

10- The check valve 10 may be in a passive position allowing excess water in passage 2r to be discharged to passage 29 and then to basin 12. This basin 1c may have an overflow 19 towards the outer area Sb allowing flood water over a location designated in the lengle of the pipework. Figure 7 shows in which way the element 1c can be arranged as a basin to distribute water from the basin according to Figure 2 over lengths in order to effect irrigation of the surrounding flora and evaporation. The composition according to figure 2 is emphatically tospas hair for displacing liquids in the longitudinal direction, especially water, in several directions, with mainly one supply or one discharge direction. Figure 7a shows how the basin 1¢ can be arranged as part of the pipework to promote evaporation of water to obtain cooling.

Figure 3 Description of Figure 3 where sections of the longitudinal pipework 1 can be closed off by mechanical means including slides 12 whereby area by area tasks can be maintained such as functioning as a dividing wall when encircling. In addition, the use of pump work in combination with the passage of the water pump can be Sen ba adjustable on both sides.

This can be important under various circumstances where water levels in urban areas exceed the chosen level to be protected. By making parts of the piping passive, the other sections can remain operable through the piping when necessary. make an interruption desirable in accordance with drawings 18 and 17 of the infrastructure.

The closure of sections of the pipework can be done, as shown in Figure 3 as an example, by means of a slide that can be operated manually in the vertical direction or mechanically by remote control. In the event of impending flooding, the authorities want to be able to take measures whereby the urban infrastructure is available DIJF for as long as possible, if only for the emergency services.

It is also important, for example, to be able to use only the basin 1e in the event that the pipework intersects the subsoil and the element 4e must remain in use at msaiveld height 4a or 4b. The slide 12 has parts 12a and 12b which can be slid in front of the passages 2 in order to seal off the ends of the pipework at roads and train rail passages. In order to activate the pipework 1 as a partition wall, the pump housing 11 can for instance absorb chemically polluted or outflowing sewage water by means of the passages 10 and 10a and discharge it via the passageway 2.

Description of figure 4 This shows an example of the pipework 1 which is constructed with in-situ poured concrete up to wall 13, possibly as a retaining wall, within which passages 2 are provided in the longitudinal direction that can be connected to input or drainage pipes 14 ull several, including right-angle directions or directions facing the ground 102.

DE may be necessary to supply saltwater as well as freshwater from different directions, if pre-drained, to a possible underground reservoir 10a ie and then to pump the mixture as brackish water in the longitudinal or transverse direction 10b of the pipework to provide cooling water. the built environment or brackish water for irrigation of, for example, quack vegetables to irrigate the culture. The transit 10b is independent of eg high water 8b. The pipework 1 can also serve as a partition wall, whereby the fixed height should remain as low as possible for several reasons, but can offer higher weather resistance in case of rising high water 8b, Hst already pre-assembled panel 17 Is rotatably attached to mounting plate 15 and can be erected with tensioning straps hold the panel 17 in zen positions.

These tensioning straps have a stop which seals off the mutual intermediate seams of the pans over the height of these panes 17 and to the rear engaging pan they have a rigid desl with which the pans 17 are braced so that a hydraulically sound construction is formed.

Figure 5.

This shows an example of the pipework 1 with passages 2 that is surrounded on both sides by an earthen wall or a plate-shaped construction as container 18 with 18a as connection that offers space for soil Lh planting 19. A possible design as a wall aims at a minimum of to cover the ground surface where the heights and madimale space danws! surface area to be planted 18 with possible ample irrigation via the slement 10, The passage or goo! 2a can supply water in doses that, in addition to irrigation by means of evaporation, will have a moderating effect on the discharge of urban areas. An earthen wall 18 will be able to soften and break out at high water 8 (partly due to wave action). To cover this risk, use will be made of upholstery cloth.

A second method is to enclose the pipework 1 with sheet metal 18, whereby the spaces to be chosen between the pipework 1 and the panes 18 can be filled with earth, e.g. planting 18. A pattern of notches and basin depths 2b, 2¢ and 2d according to figure 7 allows water to flow out from 2a via the upper edges 3a. to urban greening with landscape values.

With the supply and discharge capacities of the piping 1, a safe environment for people and nature in a broad sense will become available in several areas and will pros! the sustainability of the urban environment are also served.

Figure 8 Figure 6 shows the pipework 1, which, in the event of height differences in ground level 4 in, for example, city districts and around objects, can serve as a partition wall between area 5 and Sa during high water, whereby area 5 can function as a temporary wall shelter to prevent water damage by means of the operation of the pipework 1, from this inner area Sa, to drain water in order to lower the walerpsil in Sa.

In the event of sudden heavy rainfall, there is little or no opportunity to take measures of a temporary nature, such as the erection of temporary flood defences, too many to prevent flooding. the flood water must! to absorb the given elevation differences in the urban area, the runoff of the rainwater to a lower point of the ground surface can temporarily serve as buffer zones.

in the event that there are usable zones, these can be arranged with the invention to collect and process the water that has flowed in.

Additional buffers may be required such as parks, ditches along roads, park basements, lowered parking areas, city canals, etc.

if there is no difference in height available as a collection point, street gullies 82a, whether or not equipped with pumps, will provide direct discharge to zen pipework according to drawings S and 9 within an existing sewer basin stand 83.

If there is no sewer suitable for drainage, the pipework 1 will use the passages 2 which, provided with pumps 81a and valves 8, can raise the water and discharge it to open water or! outside area. The piping can comprise a space by means of placement 15 In various directions.

Figure 7 Pipework 1 according to Figure 7 also provides for the supply of, preferably, dosing bars, mainly, but not exclusively, water for fishing purposes, such as for green areas, but also for the large-scale supply of water on roofs, as well as to panels, for evaporation so that moderation of urban suspension is promoted. Mechanical spray systems are known that spread water in the open air and whose place where the water falls is directly determined by, among other things, wind. water flows out The water is displaced and dispensed over a distance with some pre-pressure (much! lsiding wall pressure). The piping according to the invention is aimed at the supply of large amounts of water, whereby this piping is arranged to provide this water at the designated location dosable over lengths and on surfaces including piping to panels. to feed and, where desired, allow saltwater to pass through or mix with saltwater and, of great importance, to take back the amount of water that has not flowed out, to circulate it within a local application for further evaporation or to deliver it elsewhere,

Then, as an example, saltwater can be mixed with freshwater, which can be important for those areas where a lot of koslwaler is demanded but zostwaler is scarce or must be supplied at the cost of musts elsewhere.

The invention therefore offers the possibility of critical plaisen cool than we! irrigation water ts supply meat parts salt water, salt water is preferred Lun, bacteriological risks including legionnaires metijng If the water vapor or the water mist of fresh water is possibly contaminated and could be ingested by people.

In addition, the mixing of zost and salt water can make a contribution to the development of agricultural cultures on brackish soils, Particularly for crops that are suitable for growing on salty soils but not (yet) on saline soils, The large-scale availability can be especially difficult during dry periods. of mixed water make such cleaning possible or promote.

On the basis of the numbering. In figure 7 the invention will be described according to the characteristics. Figure 7 shows a side view of the basin-shaped pipe 10 or trough-shaped pipe 10 facing the open space as well as the edges of this basin 3a. This edge 3a has notches along lengths including 3b, 3e, 3d, etc. of varying widths and depths with a selected variable spacing 3h, 21, 3), etc.

Theremes it is possible the outflow of water for 0.3. watering 1st determine and abundantly available under circumstances for evaporation where requested. This concerns an optimal provision of the pipework 1 because the evaporation of water, with cooling as a co-profit, provides the beviosiing! from him! public green, If effective evaporation of the supplied water is important, then life will determine, in addition to the broad cok, the diameter or depth of the basin 1x the capacity and the distribution of the water over lengths. This measure is of great importance! This is important because the onion flow exhausts the supply, so that the level in the basin is lowered and the flow is not automatically adjustable and parts of the flooded area receive little or no water.

By making the bottom in basin 1¢ progressively shallower over its length according to, for example, 2d, 2¢, and 2b, outflow can be blocked over a greater distance. the piping 1 to ensure a new influx of water.

The scale on which the invention of application is based is a distinguishing feature, The invention also provides for the supply of water to roofs of buildings, if requested, the dosability according to figure 7, specify the purpose of the panels 71 with water ts via pipework 1 and not consumed des! through shelter 72 again.

The latter is important because possible pollution of water and pipework could occur.

The panels 71 are suitable, but narrowly concealed, for mounting on facades, but also in, for example, patios, in courtyards, or near openings in the cheeks of car parks.

These panels 71 are designed to retain the water and only release it for evaporation without the supplied water being undesired by the force of gravity, i.e. wind pressures! is spread outside or separately from the hall panel, Application of slats makes it possible to enter the water within the casing of the panels! while guaranteeing maximum water release.

In the circle 3k of figure 7, the maximum volume of the water supply can supply water to the panel 71 via a valve, including a vertical valve. as a result of solar radiation, by wind and under invigorated by, among other things, the dry cough in the immediate vicinity.

The pans are composed in such a way that water will not fall off undesirably, but excess water is returned to the pipework via the gutter 72 at the bottom.

Hat panes! 71 recommended a water-permeable core of fibers that offer water to the air on the open side. Insofar as the water is not absorbed by the surrounding air for evaporation, it will collect by gravity into the core of the fiber package at a lower level. ! of the fiber pack and then ensure that the lower parts on the open side are moistened.

The fibers in the fiber package run in a horizontal direction but in a dependent manner towards the closed side of the panel 71. As a result, the excess water can collect in that direction and settle into the underlying gutter 72 and be returned to the pipework 1. When using the brackish water according to this invention, minerals can eventually remain in the fiber package during the evaporation process. The fiber package can be easily replaced.

Figure 7a The pipework 1 according to Figure 7a provides an element 1c that provides a passage or a collection 2a for water 75, possibly in an extreme composition including brackish water. In this embodiment the element 1e is designed to retain water and promote evaporation . Di can be used in public spaces, including on building roofs, but also in enclosed spaces. The basin 10 is provided with plate-shaped uprights 73 which can absorb sunlight to heat the water present 75 ts and cause it to evaporate more quickly.

The effect is enhanced by the surface enlargement 73 obtained.

The plate-shaped curbs can, among other things, be combined with permeable, fiber-rich material! sen good absorbing effect sn performed in a dark color.

z5 The remaining water, possibly including rainwater, can be returned to the mains pipework via the overflow 3a or 1g via the return pipe. It should be taken into account that the excess water can have a higher salt content than during the supply. The stony portions 74 may be of brittle material such as lava and have an open structure to absorb water and promote deposition of the possibly occurring salt.

The rock 74 can serve as weight for the plate-shaped parts 73. The surface area for element 10 is limited for whatever reason! then sprinklers 78 can contribute to the goal. mesh, mainly sidewalls 753.

The passage 2 can provide space for a number of plaid strips or carriers 705 that are water-gelling or water-resistant as shown in figure 7b. waler absorbent material under which wesissi or knitwear with sen can contain SD structure, optionally can be applied on the top or on the front, on the bottom or on the back for the purpose of water over the surfaces of the strips 7b5 either wave-shaped strips 7b8 or to be kept along forews or in caves or to spread and thereby promote evaporation and this water vapor is allowed to evaporate, so that warnie san is withdrawn from the environment, resulting in cooling.

This includes the possibility, in addition to water of your choice, to mix a composition of water from different sources in hole 7b2 or to feed it mixed to fe, including freshwater and salt water. The hole 752 can be seen as a kemer where water becomes! preheated to promote the evaporation process in the evaporator ts, The exhaust 703 determine! de Jocalie and possibly the dosage of the supply waler, The flat box-shaped part of the pipework will hereinafter be referred to as the evaporator, forming part of the pipework 1.

The proposed evaporator is provided with closable or adjustable valves in or near the in or outlets 7517 with which the water supply can be opened, dosed or closed. In addition, the evaporator can also be provided with an internal regulation of the water supply.

The evaporator must operate under varying environmental factors, including temperature control, wind strength and solar power.

The water intake obtained by the evaporation is therefore seldom constant and at moments of only limited evaporation, excess water will be able to drain from the buffer hold 7b18 and the overflow 70717 to the pipework 1. Hollow 7b2 can be equipped with an outlet 703 which, for example, can be closed by valve 701. This valve 701 can be connected to the tie rod 702 in order to close or open the outlet 7b3 in interaction. the water consumption will decrease and possibly drain to near the lower strips to fall into the buffer space 7218. This can be reduced by connecting the tie rod 702 to strip Tht which may be in the form of sen goo! for collecting the water, This gutter-shaped strip 758 can be pivotally connected to a longitudinal tubular attachment 703. If there is sufficient water in the gutter 705, the weight of the water in said gutter-shaped strip 7b8 will cause it to tilt to position 7od with which sealing from outlet 7b5 is obtained. Does the sun's rays increase again? Add the bshoefi to kosling with water again and pull the valve Tel upwards. This action can be obtained by connecting the tie rod 7c2 le to, for example, a strip 708 which consists of bimelsal manure warping properties, This curvature according to 705 pull! raise the pull rod with which the valve 7c1 allows water to pass and also tilt the tiltable gutter-shaped strip 7b8 with water load, with which this water is discharged in the direction of the buffer hold 72018.

The special properties of the evaporator lie, among other things, in the vertical stepping of the strips 7b5, possibly provided with lips 7010, placed at a slope so that the water present has a tendency to flow and heats up and, in cooperation with the large evaporation surface of the composition, a provides the desired capacity and as much as possible without having to use internal or external mechanical aids including ventilators. strips which create a favorable condition for evaporation. Solar heat taken up by the lips 7510 of the strips 755 is conducted into the evaporator through the heat sealing properties of, for example, aluminum foil. The water present on the strips 7b5 is heated up and comes to evaporation. This water vapor dissipates to the open space through the gauze walls 759. There, too, the wafer vapor will absorb ambient heat and thus provide cooling, in addition to the fact that the solar heat is absorbed by the housing 1 of the evaporator and with the lips 7510 on the strips in particular. An important aspect of the evaporator is that in this way a relatively large evaporation surface is created, with little horizontal space being laid out in the densely built-up city cores. The proposed evaporator is to be installed on exterior walls of buildings, especially at height. The evaporators can be placed in series with coupled pipes. The evaporator can, in addition to the loose fitting on external walls, also be an independent unit or in series as an environmentally friendly kosl element that can be integrated into the street design, such as on or near terraces, near boulevards , on central reservations, along parks, around parking lots, in and around parking garages and in patios.

The demand for saltwater will increase strongly worldwide while the z5 supply is limited and expensive while saltwater adds valuable properties! such as a certain degree of slerilization of the pipework and an increased CO2 absorption.

A unit, equipped with a modest reservoir for water (near the forest), can provide good efficiency with its small pumps and thus make a multiple contribution to the environment.

When the evaporator is substantially loose-fitting on the outside of buildings, especially on blank walls and in halls, in a densely built-up environment, the need for Walter is relatively considerable and reliant on the pipework. that the energy consumption of the air conditioning in the building is saved.

Description of figures 8 and 8.

Figures 8 and 9 show the application of the pipework 1, parts of which are made of flexible cloth-shaped material composed of, for example, high-strength fibres. Absorption and discharge of the overflow roller from excessive rainfall can be done with various measures according to the invention and is strongly dependent on the location.

In a densely built-up environment with often limited water absorption from ground level 4, flooding is quickly relieved with possible displacement of the water to lower-lying areas. search for this sewer, The practice learns that there sns! capasiis problems arise with possible mixing with the sewage water 84a. The sewage system cannot discharge the amount of water in time, resulting in accumulation of water above ground and a possible overflow of the rico. Several cities are already laying separate rainwater pipes for decoupling. or {oh again capacity problemsn occur due to the unpredictability of heavy rainfall, The pipework 1 in figure 8 provides a solution by offering this a flexible tube-like part 1 which has a passage 2 and in passive state and a slight underpressure in the passage 2 It is very compact or has a small volume due to the prevailing air pressure. For the discharge of potentially large quantities of water, the use of pumping power is necessary and these large quantities of water can be forced through the pipe 1, With this measure! the capacity of the harvesting work can be greatly increased at critical moments, with the great importance that clean water (rain and flood water) is kept separate from the dirty water and can be discharged in different directions. are attached to the side wall. During the production of the flexible pipe from plano box-shaped material, a seam is created in the longitudinal direction. When this seam is formed, a tendon can be accommodated in the longitudinal direction, resulting in a thickening of the tendon. This dilated matt tendon can be slid along the length of the ricol tube in a horseshoe-shaped hollow profile, mainly made of steel, for this purpose. connections or couplings. This condition will therefore be little to no cause for a blockage. The flexible conduit 1 can also be pulled loosely through the sewer in a sewer pipe.

Due to the low specific gravity of the flexible material, the pipe will float on the dirty sewage water. When connecting the slope to other parts, such as for example at intersections, it may be necessary to solve a possible lack of space by placing the pipework 1 in the middle. sen bypass for le soles.

Figure 8 with ground level 4 provides as an example a gully-shaped receiving part 82a for the excess water. The chamber has a passage BZ dis _ with a coupling, or nozzle, 82h sen offers passage to the passage

2. Figure 8a Figure 8a shows a part 83 of the sewer with a pre-determined placement of the flexible pipe and use. The internally opened reinforcement 108, possibly a sling, ensures that the flexible conduit 1 in a flat form does not cause any hindrance within the standard use of the sewer. The height in this situation is the result of the applied diameter and the desired length, partly influenced by the pump capacity.

The pipework 1 is suspended in figure Sa by including a tendon 8a2 in the grip or holder Sat. Figure © in figure 8 the flexible pipework 1 is filled with water 83a to be discharged, suspended from a longitudinal profile 82¢. Possibly in different diameters, these offer the possibility of incorporating connections over distance which add only their own volume of water. In this figure B, the level of the dirty water 84b is greatly increased, whereby the operation of the flexible conduit is not impeded and the discharge direction may be opposite to the waste water discharge.

Figure 9 clearly shows the need to use a pipework 1 as pressure pipe to discharge large masses of water through this pipework with usually a slow rate of discharge of wastewater 84k.

Figure Ba In Figure Sa, a formation of the pipework 1 is shown in which the flexible part is realized from the clamping of the edges 8a3 of a sheet. This clamping is the grip that two semicircular parts 291 extend on the pses-shaped core 9a2. In order to prevent the sheet from slipping out of the germination, thickenings 928 are provided in or on the sheet 1 . These bulges will impede passage of the owl ends 9a8 of the parts 921. The bending and the grip is enhanced by the rib Gad part of the tendon 832. The rib 934 can be shaped in such a way that in the working position Tw a closure of the seam where the belds edges 983 of the sheet meet is created, pressure pipe The strip Sa7 concerns temporary aids, possibly self-adhesive tape to keep the sheet in position during installation and clamping. Figure Sa shows the pipework 1 In unused condition but also in the working position fw with passage 2.

Figure 8b

Figure Sb is an example in which an existing sewerage or pipe system, possibly with a small diameter, is provided with an inner lining. According to the invention, this allows the creation of a second compartment of legs in particular. It is known that an inner casing 951, manufactured in synthetic material, is already used in existing mourning work 83. BiSNUyg ven weede vnnenmantel 8b loetevosgen an extra passage 2 can be made available by applying a zen slide at the desired location on the outside of 9b2, so that with the usual gluing the inner jacket with the outside of the shear forms a necessary adhesion. After curing of the coating, the holis 2 can be pumped up and provide passage 1 for biological substances, This provides opportunities to carry several qualities of substances within existing tube systems so that the future demand for cheap or better quality, including drinking water, can be met. severe drought and hitle, for example, saltwater can be supplied for cooling (as described earlier) in swimming pools or swamps and also for evaporation and possible bevineing. Earder has spoken of a first inner jacket 901. Naturally, the solution in figure 5b also applies to pipe systems where no first liner 901 has yet been placed.

Figure 10 Figure 10 concerns an embodiment of the pipework 1 with passage 2 in this situation to be made of flexible, cloth-shaped material, shown in passive state. This description can be read in conjunction with the description of Figures 8 and 9. The hose-shaped pipework 1 is thereby flattened during use by the pressure of the surrounding water 102 or by the lack of content such as water, so that the weight 108 determines the shape in the out-of-use status. The ductwork will be virtually empty when not in use. The weight 109 stretches the cloth in the vertical direction, so that the pipework is minimal and flaxibal or deformable body and as such requires a minimum of space in the rest position. This makes it possible to urinate the pipe on, for instance, the water side of esn quay 104 by means of suspension point 103, which can also be a fender so that shipping cannot hit or damage the pipework 1. After all, it is not a good solution in public water 102 having to see objects lying along rivers and quay walls that disturb the historic as well as the natural part] of, among other things, canals with quays, including the appearance of banks along open walter. In addition, quays 104 remain easily accessible for sloops, ferries and ships of a different nature. During a period of frost, pipelines in active position would be damaged by freezing. the pipework 1 is mainly intended to supply or drain water and can take place on the side wall of a canal, a city canal, but also in a sewer pipe according to figure 8, in a tunnel and on other places where there is a lack of space or savings in addition to visual aspects can play a role.

The pipework 1 Can contain several passages and be attached in hanging but also in a lateral way to the longitudinal suspension point, including a fender 103.

Figure 10a In figure 103 the passage 2 of the pipework 1 is filled with compressed air, possibly in cooperation with the pump 118 in figure 11. If the surface water 102 reaches above the quay 104, for example 1122, the pipework 1 can float up by means of the compressed air and acquire a water-retaining effect according to figure 10a. After all, the load of water pressure and even wave action are absorbed by the entire screen in the diameter, but also in part of the surrounding length and become! spreads out over the whole interface of the box-shaped body | on the side, the edge and the top of the quay wall 104.

The attachment of the pipeline to the anchor plate or attachment point 103 can take place over the full length of the cloth-worm material: by clamping, so that all forces during the water-retaining action are distributed over all the material and the clamping, Possibly no effected pess-shaped thickening, so that the pipe retains a high strength within the engagement of the thickened by the horseshoe-shaped fastening profile, which is, for example, made from stainless steel. sen hogs safety actuator and sen to be fully automated in the most work position has been obtained, Figure 11 Figure 11 shows the pipe 1 in its operating position, whereby the pump 118 is optionally placed above ground on sen quay 104. With nozzle 1182 is provided with couplings that connect different parts of the n connect the pipework 1, which makes it possible to drain the pump from water! to be supplied with the pipework partly placed in the open water. The reversibility of the operation of the pump is hereby based on a check valve in the nozzle 118a. Di nozzle-shaped mouth or manifold offers! rumie to connect multiple pipes, including 111h, ie that allow water to pass in two directions.

Excess water on quay wall 114 can enter the canals or the open water in order to increase the walerpsil there to, for example, 112a. In order to prevent this, the pump 118 can, on the basis of sufficient capacity in diameter 1b of the passages, move large farms waler to catchment areas, to outlying areas or to locations where the high water causes less damage. In the event of large-scale flooding, rollover overrun, with possible chemical pollution, poses a major threat to public health.

A continuation of the pipework with connections 111h can be read in conjunction with drawings 14, 14a, 14b, 14g and 15. At coupling piece 113 the fastening of the pump work with pipes 113 to the anchor plate is included in the quay wall.

Description of Figures 12 and 13 which show how flexible cloth-shaped parts of the pipework 1 form passageway 2 that pressurized, possibly high pressure, supplied water or provided compressed air, move the movable parts of the pipework 121a and 1318 from a retracted position (bi internally prevailing underpressure), the mountain country, to an owl position, Figure 12 in figure 12 Ie 121 the cloth-shaped des! of the pipework 1 with an attachment san pleat 1212 which is hinged or rotatably connected by means of a pivot point 121b to element 1 with a hollow which is suitable for receiving the cloth-shaped pipe. A tensioner 1222 contracts the flexible conduit 121 to a compact shape, which results in a slight underpressure when the filling water is pumped out or when the pressure is lost, ie a slight underpressure, Lov. the environment, the emptying target converge into a compact shape allowing cover plate 121b to cover the cavity in element 1.

Figure 13 In Figure 13, the cover plate 1314 is provided with an attachment point 133 for the flexible sheath 132, which is attached on the other side to engagement point 138 that des! consists of the element 1.

The purpose of the flexible jacket is to bring the surface of the pipework 1 with the passage 2 into a required position and to keep this cover plate in an operative position as a water barrier in the event of side bearing pressure on the cover plate 131a as a result of wind and water pressure. to hold. Figure 14

Figure 14 shows a top view of the pipework 1 which in this figure is mainly placed horizontally around loops by which foundation piles 147 of a structure function with the dos! oxygen-poor water, with additions if requested, spread as specifically as possible.

& These ljoints can adhere to the fibers of, for example, peaty soil layers 154 in order to adhere or deposit themselves around sn to wooden foundation piles. of these mangroves through which clay layers form in the immediate vicinity and ensure reinforcement of the soil layer. It is known that peat is a sustainable soil layer as long as the peat is below an oxygen-poor water level. oxidation of the fiber fibers that rise above or at the level of the groundwater and subsequently deliver. The peat layer 154 sets in, resulting in the removal of the upper parts of the wooden foundation piles, resulting in wood rot. A serious threat to the large numbers of structures in 0.3. peatlands, The aim of the invention is to sigbilize the soil walerpsis, partly by supplying oxygen-poor water, this water is provided with components, such as Bentonite, for example, which can attach themselves to the undisturbed peat so that this peat layer can stabilize. Freshly supplied water, with or without additions, will mainly spread as a more or less horizontal cloud of for example 2a/114b within the locally prevailing water pressure at the selected depth.

The desired effect of the measure can be influenced by placing the pipework in the top peat layer or at a selected depth. In addition, horseshoe-shaped pipeworks can be placed under the pile heads with which a quantity of material such as adhering cleats, including Benlonist, can be supplied at the selected heights. turn into. That way, shut-off of oxygen can be achieved, the digestion process slowed down so sneezes stopped! and permanent reinforcement of the foundation can be applied.

In figure 14, 2a concerns owlgitedes! of the piping 1 shown here in the form of a round rod around which shifters or rotating pine 114/2¢ can move axially or move radially. Figure 14a shows pipework 1 with incorporated therein a core pipe 114m provided with 2 passages. The core pipe is enclosed by a sleeve 114.

This stocking is (water) permeable and made as a knitted fabric from synthetic yarns or from high-strength adhesive fibers and will fit tightly around the core pipe. of viscosities are mixed with the solid base parts. The variation in the Elskirian resistance is determined by the density of adhering particles on the fibers and in the surrounding groundwater. The operation of the injection through the pipework 1 can be monitored and controlled within zones 143s, 143b and 1430. Pump 148 may be required to develop sufficient pressing force on the vices ts and to determine the outflow volume.

2c114b concerns the transition from the closed des! from the pipework 1 to a permeable part, Figure 14a Figure 14a est as an example two doorways in the core pipe, one of which is intended as a supply channel, whereby a check valve 214g, attached to a drag wire, presses the water to be supplied in the required direction, while in the other channel the non-return valve 214p, attached to a refour wire, in the passive position can feed returned water to the pump housing 148 was in lives the fos solids to be added can become available in a dosed manner, Figure 14b Figure 14b shows a cross section of the movable bar part 114/ 2¢ of the ductwork and provides a lateral opening intended for use.

This 114/2c is rotatable about its axis to selectively allow 241 or 241 entry of liquids to the passages in the sleeve 114]. Figure 140 shows the nuclear duct 114n with three passages 214g, 214p and 214g with which a free flow of the liquids through wick 114] can be obtained.

Figure 15 Figure 14b Figure 15 shows a side view of the construction work 1 which is placed in peat layers under, for example, construction 155 which is founded on peat layers.

This construction consists of floor beams 158 that rest on a foundation 159, the feel of which presses into the peat 1545 below ground level 154.

Pipework 1 may be provided with lateral pipes 115/20 which may be equipped according to figure 14b.

With the aid of pumps 157 possibly together with 158, substances can be introduced into the peat layer 1544 with the main purpose of stabilizing the peat and preventing indentation of the peat layer 15424, which is located on, for example, clay layer 154.

The sideways oriented conduits may be constructed in part as shown in Figure 140. With the length of the permeable thimble portion, the amount of liquid can be adjusted and a 'cloud' of water with additive can spread at location 153a where the need is. to provide the foundation 159 with a sustainably reinforced peat layer.

The laterally directed pipes can be part of a ring main with which pump 157 draws off a quantity of groundwater 153b in order to allow liquids 153d supplied thereto to be moved in the direction 153b.

In Figure 15, the sideways facing Isiding is installed mainly vertically with an example in which the pipework 115/2c slopes.

Description of figures 18 and 17. These ions are an interruption of a mainland pipeline above-ground pipework 1. This interruption serves a passage at ground level mainly a passage for the Infrastructure including a passage for trains, Figure 18 shows a moveable / revolving door-shaped part 118a of the dividing structure 118 can be seen that pivots by means of hinges 165 loops into an operating position according to figure 17 and the stowed position S according to figure 18.

The interruption of the pipework 1 may also involve a passage at quay walls or dikes and at bridges where permanent flood defense heights are interrupted to allow local infrastructure passage to close a flood defense in case of necessity and to block the high quay wall from the pipework sn where possible The door-shaped part of the pipework 118a is provided with passages 118k that can connect to passages 1160 of the pipework 1.

These passages 1180 can be closed with, for example, vertical slides as shown in figure 3, Figure 18 also shows a stop 184a, possibly a steel dot, which, in conjunction with a rubber water seal 164b on the underside of 1182, forms a seal against to form water. The rubber profile 1885 serves as a seal for the space between the movable and the fixed pipework or partition wall and is attached to the 186a plate as the end wall of the door.

It should be noted with regard to figure 17 that in the case of a passage for trains, the underground, the bed for the rails 173, special measures apply because high-frequency vibrations must be absorbed prior to and sometimes fast-moving trains. by providing vibration-absorbing base 174 over lengths.

This can prevent this base of the Lg.v. the vibrations will tear the vertical solid walls, causing decay and leaks. A recess 175 between 174 and 117 can be provided with a waterproofing layer with rubber, for example as a gill mass, which then serves as a frilling-absorbing buffer.

in the event that the movable desl of the pipework 117a with the passages 117b closes the interruption, the water point 184b at the bottom of both doors za! catch on the steel stop 1842. Between the welers lock 164b and the hollow one on the inside of the train tracks, which serve to accommodate the guided flanges on the switches of the trains, DIJK an opening 117h that can be closed with the flexible plug 177a. 175a are retractable drasipunions with which the stop 1840 moves into the required positions.

END OF DESCRIPTIONS.

Claims (1)

CONCLUSIONS 1. Pipework consisting of rigid or flexible materials that can be located over lengths above, on, through or under ground level and can be adapted to have the effect according to the invention in the urban dry and national infrastructure, including in tunnels, roll-ins or waterways to move or absorb liquids in a horizontal, inclined or vertical position and to move them in scourged directions by means of a slope or with pumping power and where the pipework as a body in the public space can be a partition wall to retain water or by persons or by means of the passages, in order to mix and separate liquids both inside and outside the pipework, whereby the throughput speed and the diameter of the pipework can be determined per location and whereby liquids for monitoring or evaporation can be offered or issued from and through the properties of the pipework, including the parts facing the open space or facilities fitted for dispensing or facilities suitable for evaporation, whereby the pipework can be interrupted and connected with mechanical parts provided with pipework, according to examples in the invention, and where the pipework can be provided of vents, valves, slides then! may be equipped with adjustable in-out or passageways in conjunction with cylindrical core pipes provided with channels surrounded by continuous walls and wherein the pipework may encircle objects to form inner or bull areas to provide most of the properties including cross passages, provided with closing means, water safety , 2. Zen piping primarily intended to contaminate remote tasks with the earthworks and action of primarily water, 3. a pipeline that is primarily intended to pollute far-reaching tasks over distance lacks waler's sanitation from various sources, 4. sanitary piping that is primarily intended to fulfill different tasks over a distance with the supply of fresh water. or salt waler, 5. a pipework mainly intended to perform a variety of tasks over a distance such as the drainage of rainwater and floodwater, 8. a pipework that is mainly intended to perform over distance, including the mixing and offering of various liquids, including sweet. and salt water, 7. a pipework that is primarily intended to perform vilsenlopande tasks over a distance, being placed and connected both above and below ground, 8. a pipework that can consist of water vapor permeable walls at designated locations, A pipework according to claim 1, wherein the pipework can be constructed of building elements formed according to a system, or by means of a stacking of appropriately shaped building elements, A ductwork as claimed in claim 1 wherein welded building elements selectively form a formation of ductwork passageways, 11. a pipework that is suitable for the cloth according to this invention in the urban environment or in the infrastructure, including a water-conducting as well as a water evaporating as well as a roll-retaining pipework, 12. a pipework that is suitable in ultimate shapes and materials to carry out tasks in conjunction with materials or water-carrying, as well as water-retaining, walsy-absorbing and water-distributing technology, 13. a pipework of which parts can work together both above ground, ground level, and partly underground, mainly as a multiple fluid transit or installation system, possibly in conjunction with a water-retaining task line, 14, and pipework of which construction elements can provide passages or can form cavities that form in the assembly wall or a dike-shaped body, 15. a pipework of which the construction elements provide passages in a dike-shaped body in order to be able to form a partition wall or a water barrier ts as a result, 18. a pipework of which the internal, where desired also externally, can become part of a wall, or of its dike-shaped body, or of a discharge body including a evaporator, can have a water-supplying effect in the urban area as well as in the surrounding spacious, 17. a pipework of the building elements with doors des! be able to make out of a wall, or dike-shaped body, in which this hat, or this dike-shaped body, can encircle above-ground objects, 18. a pipework according to the invention, of which the dike-shaped body, reads in the passive form, provides water safety as a partition wall, 18. a pipework according to the invention, of which the dike-shaped body, reads in the passive form, offers safety as a partition wall and dasmaasts in or influx of rain or flood water to, for example, underground infrastructure! to vilale objscien can prevent or limit, 20. a pipework according to the invention, the dike-shaped body of which forms a partition wall between sites, retention areas, emergency shelters, in particular loops and in city districts, 21. a pipework of which the building elements can form part of a wall, or a thick-shaped body, to form a partition wall between higher and lower parts of the city, 22. a pipework according to the invention that forms a mar or dike-shaped body, whereby the installation of this wall, possibly in collaboration with other structures such as buildings, offers an indoor and an outdoor space, 23. a pipework provided with transverse passages which, possibly in cooperation but which allow passages flush with the longitudinal direction, can, for example, discharge excess water from the interior space, 23. Pipework that does not need to be contiguous at height and in the longitudinal direction at ground level for the purpose of passages and may be provided with, for example, rotatable or moveable parts, including doors or door-shaped or time-erecting constructions in order to be effective according to the invention, in particular water retaining, 24. pipework that needs to be contiguous in the longitudinal direction for the purpose of, for example, passages or transitions in other or more directions, 25. a pipework whose parts, although locally interrupted, | are intended to cooperate over a distance, for example by being temporarily interrupted, 29. Pipework of which the passages can form part of a wall or dike-shaped body, whereby these can cooperate in the longitudinal direction, sls in the transverse direction as well as in the vertical direction or are connected to facilities of third parties for the purpose of supplying liquids, for example. - or dispose of, 27. a pipework that is arranged to, possibly in parts, as well! liquids as gases, including compressed air, 28. our piping which, although interrupted, cooperates with mobile parts and is intended to operate over a distance according to the invention, 29. Sanitary piping according to the preceding claims with which clean and dirty water can be guided or pumped separately and if requested in the opposite direction, A pipework according to any preceding claim wherein the flow direction within the pipework may be opposite to that of the surrounding structures including those in canals such as cok in sewer pipes, 31. a pipework according to the preceding claims, which can be designed with side walls which on the outside form reception spaces for plants or liquids, 32. A pipework according to the preceding claims, which can be designed with either a gutter facing the open space or several longitudinal gutters, which, where desired, is provided with a water distribution system arranged over length, 33. a pipework according to the preceding claims that can be arranged for water supply for Imgal purposes, or for supplying water for local water evaporation to moderate urban heating, A pipework according to any preceding claim which can be adapted and dimensioned to changing climate conditions to remain operable with changes in area, height and required capacity, 35. a pipework according to the invention, which can be provided with at least one gutter that is particularly suitable by means of auxiliary materials, including borsous rocks, to promote CO2 absorption with the plastification or flow through the evaporation of fresh, brackish or salt water, 36. a pipework according to the preceding claims, of which in particular parts equipped with dirt grids, pump housings, valve system and ds transitions or adapters are particularly suitable for implementation in 3-D printed matter, 37. Pipework according to the preceding claims that is particularly suitable for circular construction using local materials, including grantiast from gerscycied belon, sand and river sediment or dredging sludge, optionally enhanced with fibers that are rounder steel or high-strength fibers of plastic, 38. ESN piping as claimed in claim 1, wherein liquids can be received, passed through or discharged in, but also above, or next to or below closed passages, by means of various means, including a choice of slope, pouring or by means of pumping power, 38. a pipework according to claim 1, wherein the passages are provided at desired locations with closing or thrust or turning means, including reversible tilts, slides, vents, 40, a pipework according to claim 1, wherein the pipes are provided with partitions with possible vents, A pipework according to claim 1, wherein the pipework may be constructed from a stack of specially shaped building elements provided with operable sealing means so as to provide closable passages, 42. Zen piping according to conglusis 1 wear when the piping can be built up from a stack of building elements provided with vertically placed connection means, including tie rods, in order to provide a stable wall-shaped piping with passages, A pipework according to claim 1, wherein the pipework provides longitudinal passages which also have interconnecting passages or transitions, A pipework according to claim 1, wherein the pipework can be constructed with flexible materials, including high-strength fibres, according to the invention for passages with varying diameters and lengths, 45. a pipework according to claim 1, wherein the pipework can be constructed according to a system with preformed exchangeable building elements, 486. a pipework according to claim 1, wherein the pipework may be constructed with interchangeable construction slates provided with steering or drive mechanisms, 47. A pipework according to claim 1, wherein the pipework can be constructed from structural slabs, wherein the pipework can be extended, in particular raised, over time. 48. A pipework according to claim 1, wherein the pipework can be constructed from building elements, wherein these are shaped to limit internal drainage and, in addition, to be accessible or suitable for maintenance. a concrete composition of pipes can exist in order to form, for example, a wall which has longitudinal passages, possibly provided with trough-shaped openings facing the open spaces, A pipework according to claim 1, wherein the pipework provides by means of an inlet facing the subsurface or through inlets directed in another way, through which liquids can be discharged or supplied from other facilities, but also over great distances. 51. esn pipework according to claim 1, wherein the pipework offers no collection or absorption effect for water by means of a space present on or near the ground surface, including in the case of street gullies, according to the invention, 52. A pipework according to claim 1, wherein the pipework serves by means of an inlet or passage facing the open space, including basin, trough or basin-shaped facilities such as the outlet, or discharge or passage for liquids, 53. Pipework according to claim 1, wherein the passages provided within the pipework can have connections to pipes with a different origin and from or to different directions. - or no water-based area and with which to create an encompassing area of a selected area as a water-resistant inner area, 55. The pipework according to claim 1, where the pipework is arranged in such a way that local rainfall in the inland area can be discharged immediately via the pipework. through the transverse openings in the pipework where flooding or contaminated water can be separated: pipes to the separated collection can be drained or pumped away, and whereby the functioning of the pipework can be changed or the flow direction reversed, A pipework according to claim 1, wherein the pipework can encircle objects such as hospitals, tunnel entrances, chemical complexes, or energy supplies to provide water resistance, 57. A pipework according to claim 1, wherein the pipework can form part of an encircling of objects, relief spaces, city districts or parts of motorways in particular, whether or not using existing material including dikes, embankments and structures, A ductwork according to claim 1 wherein the ductwork is capable of intersecting ground level at various heights, 53. a pipework according to claim 1, wherein the pipework can be accommodated at ground level, 60. a pipework according to claim 1, wherein the pipework can form part of an encirclement of objects, whether or not together with existing water-retaining objects, including structures, in order to discharge abundant water from the inner space, 81. a pipework according to claim 1 wherein the pipework can divide city districts danwsi areas into sectins for effective walerbehser, 82. Zen pipework according to claim 1, where the pipework can supply water in drought and heat for the protection of green areas including agricultural and agricultural lands, 83. esn piping according to claim 1, wherein the piping can supply water, possibly brackish or saltwater, to saltwater culture as well as to locations for evaporation during drought and heat, evaporation possible using the method of distribution described according to the invention of wet, brackish or salt water over lengien, 85. a pipework according to claim 1, wherein the pipework can be provided with at least one laterally directed through channel at locations of choice mainly from the low-lying locations or from places intended for that purpose, 66. Pipework according to claim 1, wherein the pipework can supply water to areas for the irrigation of greenery in the event of drought and heat, which also stimulates the absorption of CO2 as well as the absorption of particulate matter, 87. A pipework according to claim 1, wherein the pipework can supply water in drought and heat to locations for irrigation or sprinkling of greenery, thereby stimulating the absorption of CO2 and the absorption of particulate matter, in particular along roads. promoted, 68. A pipework according to claim 1, wherein the pipework can supply in drought and hot water, or brackish, or salt water to locations for the liquification of green areas or saline soils, especially the salt water offers increased absorption of CO2, as well as for carbonization in urban areas. areas around structures and open space, 89. A pipework according to claim 1, wherein the pipework has a water absorbing and carrying effect both above and below ground, both via hollow spaces and, where desired, from urban waterways, such as surface walter, both inside and outside the existing infrastructure. piping according to claim 1, wherein the piping can be part of an esn hydraulic structure or form a hydraulic engineering solution for flooding and urban heat, 71. A pipework according to claim 1, wherein the pipework, possibly parts, can be in the form of a flexible hose or a high-strength hose, 72. A pipework according to claim 1, wherein the pipework is, possibly in part, a continuous flexible high strength hose in multiple diameters continuous in the longitudinal direction, 73. A pipework according to claim 1, wherein the pipework may be in the form of a continuous flexible high-strength steel hose provided with internal loops in the longitudinal direction or in the transverse direction, possibly provided with valves, 74. Zen piping as claimed in claim 1, wherein the piping may be locally provided with or fitted! as a bypass, 75. a pipework according to claim 1 wherein the pipework can be plastically fitted in flaxibal form as a bypass, 768, a pipework according to claim 1 wherein the pipework can be plastically applied as a bypass around cavities in which use is provided spaced ts. be either too, 77. San piping as claimed in claim 1, wherein the piping may be partially constructed as a flexible hose, possibly made from a cloth-shaped sheet of high steride fibres, and wherein this hose may be located as a hanging or floating flat object within a hollow space with vistophine. as in a sewer pipe with possible foul water, to expand, when requested, into a passageway, as mainly a passageway for liquid substances, 78. The pipework according to claim 1, wherein the pipework is designed as a flexible high-strength hose that, when in use, can be found as a flat, space-saving object, inside spaces or cavities, 78. A pipework according to claim 1, wherein the pipework in the singing environment can be designed as a flexible high-strength choice, whereby the hose can be used and a space-saving flat object is inside cavities or in water to then as a result of internal underpressure Lov. the surrounding air, or roller pressures, may be compressed, 80. A pipework according to claim 1, wherein the pipework can be designed as a flexible high-strength kiet hose, this hose being able to extend from a flat object to a passage in the open position, in particular a passage for liquids that have a high discharge or supply capacity with pumping force. offers, 81. A pipework according to claim 1, wherein the pipework can be designed as a flexible high-strength hose, whereby this hose can be situated as a flat object because of the water pressure involved along quays of open water, including city canals, along river banks, and harbours, 82. A pipework according to claim 1, wherein the pipework can be constructed as a flexible high-strength hose, whereby this hose can expand from an object to a passage for compressed air, B3. a pipework according to claim 1, wherein the pipework can be constructed as a flexible high-strength hose, this hose being provided with a longitudinal seam with filling, such as a tendon, with which a thick fang seam can be obtained and the high-strength hose can be clamped or slid into, for example, senwslangsprofis ! manure a horseshoe-shaped cross-section for mounting to the solid world, 84. Gene piping according to claim 1, wherein the piping can be designed as a high-strength Naxibel hose, this hose being formed from the joining of 2 opposite edges of a sheet, 85. A pipework according to claim 1, wherein the pipework can be designed as a flexible high-strength styrofoam hose, this hose being created from the joining of 2 opposite edges of a sheet, whereby Ben compacts storage as well as a working position is provided, 88. A pipework according to claim 1, wherein the pipework can be designed as a flexible high-strength hose, this hose resulting from the joining together by clamping and gripping 2 opposite edges of a sheet, 87. A pipework as claimed in claim 1, wherein the pipework can be designed as a flexible high-strength kerosene hose, this hose being formed from the joining of 2 opposite edges of a sheet, whereby a thickening of the sheet in designated areas and lengthwise promotes installation. , 88. Pipework according to claim 1, wherein the pipework can be designed as a flexible hogsester kissing hose, wherein this hose is provided with a seam with filling, such as a keling, for weighting (mainly) the underside in a passive state in order to achieve the desired position of the pipework. to obtain the ductwork in rest position, 83. a pipework according to the preceding claim, wherein the pipework can be designed as a flaxibal high-strength glass hose, the weight of which is located within the flexible part of the pipework, 80. a pipework according to claim 1, wherein the pipework can be arranged and configured as a second compartment, DI a pipework according to claim 1, wherein the pipework can be designed as a second compartment! within existing pipe steisais, 892. a pipework according to claim 1, wherein the pipework may be constructed as a second compartment within newly laid pipework, 93. A pipework according to claim 1, wherein the pipework can be designed as a Texibele high skis hose, this hose being adapted to be part of a movable water-retaining construction, 94. A pipework according to claim 1, wherein the pipework can be of tubular form, wherein this pipe or hose is designed to be a movable construction or to be part of a movable, temporarily deployable construction as a flood defence, 85. A pipework according to claim 1, wherein the pipework can be embodied as a flexible high-strength skewer hose, said hose being part of a movable construction including a door, A pipework according to claim 1, wherein the pipework functions as a self-closing partition wall, with passages to the longitudinal passages of the pipework, 97. according to claim 1, wherein the dividing wall is provided with closable passages between the areas to be separated by the is ductwork, a pipework according to the preceding claim wherein the dividing wall is provided with passages with pumping so that tidal flats can be barricaded on one or both sides. , 80. A pipework according to claim 1, wherein the Nexbele tubular configuration can be filled with liquid, gas or compressed air to subsequently erect or form a floating weir. A pipework according to claim 1, wherein the flexible, hose-like parts can be filled with gas or compressed air in order to subsequently obtain a floating barrier ts and by sideways (high) water pressure against a fixed construction under which a quay wall is pressed to move from the mooring point into a flood barrier. position is fe to bring and keep, 101. A pipework according to claim 1, of which a high-strength, sheet-shaped, tube-like part is provided with a longitudinally oriented gripping rib, 102. a pipework as claimed in claim 1, of which a hose-shaped part made of high-strength membrane is provided with a longitudinally oriented san-grip rib for attachment to a longitudinally oriented wall plate or stool edge, attached to the quay wall, which is located a short distance below the water level, 103. sen piping according to claim 1 wherein a ull high-strength trap-shaped hose-shaped des! is provided with a longitudinally oriented gripping rib with a weight on the side of the tube-shaped passage opposite the gripping rib, 104. a pipework according to claim 1 of which the ull Hogerkies sheet-shaped tubular part can be filled with compressed air to form a body above the water surface, a pile of high water will form a water-retaining body, 108. a pipework according to claim 1, the tubular part of which is formed from a high-strength form and can be filled with compressed air to form a water-retaining body which acquires a favorable abutment against the quay wall with a siabilizing effect, 107. A pipework according to claim 1, of which the ull high-strength, sheet-shaped hose-shaped part can be filled with compressed air or liquids and subsequently, in conjunction with wet steel parts, including cover plates, provide a roller kerf body at high water. 108. a pipework as claimed in claim 1, the hose-shaped part of which is made of high-strength fiberglass sheet can be filled with compressed air in order to cooperate with a possibly partly falling manis! to obtain an increased impact resistance from, for example, braided hard material, 108. a pipework according to claim 1 with which various liquids can pass, including salt, freshwater or brackish water, 110. a pipework according to claim 1, wherein the passages in the pipework can pass through various substances, including oxygen-poor water, enriched with adhering or adhesive substances, including dei, in particular Bentlonite, for bringing or injecting them to specific pools, 111, a pipework. according to claim 1, wherein the passages in the pipework can pass through or propel different fluids by means of, for example, cleats or piston-shaped parts on a paternoster or a rope pump for the delivery of mineral or adhesive-enriched water in layers, 112. sen piping according to claim 1, wherein the passages in the piping can take different liquids in return, 114. Sanitation piping according to claim 1, wherein the passages in the piping can mix, transfer or take back liquids using connected buffers, including cellars or containers, 115. a pipework according to any one of the preceding claims, wherein the different substances can be admitted or received within the pipework and can be passed or fed in opposite directions, 118. Zen piping as claimed in any of the foregoing claims, wherein water pressure or compressed air within the piping performs tasks according to the invention, 117. A pipework according to any one of the preceding claims, wherein compressed air within the pipework performs tasks in cooperation with vices supplied within the pipework, 118. a pipework according to claim 1, wherein the dividing wall can form a water-retaining enclosure wherein supply of drinking water can be provided, 118. a pipework according to claim 1 where the supplied liquids can be spread over a goliplastic structure with evaporation than spraying, 120, a pipework according to claim 1, wherein the supplied liquids can be spread over a goliplate-like structure which requires surface enlargement. 121. a pipework according to claim 1, wherein song-evolutionary substances can be distributed over a goliplas-like stucco and surface enlargement in cooperation with water-absorbing properties, i.e. obtained with which evaporation of water is promoted, 122. sen is ductwork that is partly equipped with means for surface enlargement, 123. a pipework that is partly furnished with a combination of closed and partly vapour-permeable material, including wire mesh, 124, a pipework that is provided with water-conducting strips, 125. a pipework which is provided with water-conducting strips covered with waisr-receiving, waler-bearing and walter-dispensing material, 128. sen pipework provided with waler conductive and tiltable strips with trough-shaped features, 127. a pipework provided with water-conducting strips provided with lips, 128. sen ion work that is provided with water-conducting strips, the tips of which can reach the pipe work nicely, 129. pipework provided with water-conducting strips and lips made of materials such as metals with strong heat-conducting properties, 130. sen ductwork provided with water-conducting strips and lips made of materials with strong heat-conducting properties, which together have a waler-proofing effect with the aim of sen groo! dampviak ts provide within a limited enclosure formed by the pipework, 131. a pipework which is provided with a tension rod with which both a sealing and a permeable effect can be obtained. 132. a pipework provided with a tie rod that is activated in operation by solar heat, 133. pipes that are provided with a tension rod that can be moved at the top in the intended operation by means of solar heat, or in combination with weight at the bottom, 134. sen pipework provided with a tie rod which is activated in the action by solar heat or in the opposite direction by retained water in a temporary collecting gutter, 135, a pipe work provided with a tie rod dis, manufactured by the action of solar heat on a part onion bimelal, is moved by the obtained curvature, 136. a pipework that is provided with a tension rod which, by the effect of solar heat on a part made of bim-slab, which is arranged on the outside of the casing or the pipework, can be fermented with water, 137. a pipework that is partly constructed as an evaporator, 138. sen pipework designed as an evaporator that can be installed on rails near the walls of buildings, 139, pipework designed as an evaporator on buildings, on balconies, in pallas and on terraces, 140. sen lsijing work that is designed as a sen evaporator to be placed in series ts, for example on the facades of buildings, 141. a pipework designed as an esn evaporator to be installed in series fe, for example, on the facades of buildings, 142. a piping that is designed as an evaporator, whereby this evaporator can also function as an independent unit, possibly decoupled from the piping, 143, a piping that is designed as an evaporator, whereby this evaporator is composed to provide cooling, 144. zen piping that is partly constructed as an evaporator, this evaporator being composed to provide cooling by evaporation of waler without having to make use of any other energy supply to the prevailing ambient temperature control system or zormewarmie, 145, a piping that is designed as sen evaporator, whereby this evaporator is mainly made of wamisgelelding material such as aluminum in bare version or optionally in black anodized aluminum, 148. s and piping that is partly designed as an evaporator, whereby this evaporator is designed in such a spacious and architectural way that it can be integrated into the urban environment, 147. A pipework according to claim 1, wherein the dividing wall can form part of the local infrastructure in order to form a water retaining enclosure or division or shedding in cooperation, 148. a pipework according to claim 1, wherein the separating wall can form a water-retaining enclosure through which internal and external water is exposed for the protection of people and animals, 148. Pipework according to claim 1, which is aimed at local areas prone to nuisance, 150, a pipework according to claim 1 directed to pools where there is a large amount of water, 151. a pipework according to claim 1, which is aimed at places where there is a great need for water, wherein the pipework can also perform sheeting in flooding situations, 152. a pipework according to claim 1, which can have access to or cooperate with other leakage systems at flooding points, 153. a pipework whose operation can be chosen or determined per area, 154. a pipework that is designed to retain rain or flood water, to divert or at the same time to circulate in several directions, 155, a pipework that is suitable to serve as a stable core for a green wall with a brig- tie or with a effect to promote water evaporation, | 158. a pipework suitable as cever reinforcement with water-carrying passages, 157. a pipework that is designed to inject the lined vlosistotien, 158. A conduit according to claim 1 capable of discharging fluids through a permeable sleeving, said sleeving comprising core conduit, 159, a pipework according to claim 1 capable of dispensing liquids through a permeable thimble, said thimble being partly surrounded by parts of the pipework, 180, a pipework according to claim 1 capable of discharging liquids through a permeable thimble, said thimble being partly surrounded due to rotatable or sliding parts of the pipework, 161. a pipework according to claim 1, which can discharge liquids through a permeable thimble, wherein this thimble can be partly surrounded by moveable parts of the pipework with adjustable properties or operation, 182. a pipework as claimed in claim 1 with which low-lying locations are either designated or arranged to prevent the flow of excess water per disc! away ie pumps and drain when applying signals danwe! of sensors, 183. The piping of claim 1 including pumping arrangements which may be fitted with couplings for shaft shafts, 184. a dam according to claim 1, that in cooperation with movable parts a passage for traffic can form a continuous water-retaining kerb wall with mobile parts or door-shaped retaining wall parts provided with passages for liquids. END CONCLUSIONS