Patent Description:
Flooding may occur in very different areas and under very different circumstances. A frequent type of flooding may hit urban areas and houses situated in the vicinity of watercourses, e.g. lakes and rivers, temporarily overflowing their banks due to extreme weather/rain. Water may then flow over the ground surface to the houses and cause various damage thereto, such as filling possible basements with water and/or partial filling of the ground floor. The water may also cause severe disruptions in traffic/train by flooding underpasses and the like. Water damage of this type are very costly to master. In other cases, liquids of other type than water, e.g. oil, fuels, chemicals and the like, may spill over on areas or surfaces as a consequence of a leakage of an unexpected type. This type of leakage may have severe negative effect on the local environment.

Regardless of the type of flooding, there is a general desire to try to prevent the liquid from reaching areas that are in a need to be protected. There are several known and conventional types of temporary protective barriers that are configured to stem the liquid from reaching the protected areas, all types having their own advantages and disadvantages.

One conventional type uses sandbags, or the like, which are manually filled and piled up in rows in order to erect the protective barrier, wherein each segment/section of the protective barrier comprises several sandbags. Another type is disclosed in patent <CIT>, and uses a plurality of L-shaped protective barrier segments that are arranged side by side and interconnected in order to form a protective barrier. Another type is disclosed in patent <CIT>, and uses one or more tube-like segments/casings that is expanded by being filled with liquid or air in order to form a protective barrier. In addition to the above-mentioned damming device, also other constructions of many different embodiments are used for flood control purposes.

<CIT> is a further example of a protective barrier illustrating the prior art.

However, all known temporary liquid-damming protective barriers suffer from the disadvantage that not only liquid on the flooded side is prevented from reaching the protected side, but also liquid on the protected side is prevented from reaching the flooded side. Liquid will almost always leak under the protective barrier to the protected side, and thereto the protected side will receive rain resulting in flooding of the protected side and thereto smaller brooks may have been cut off from the flooded water course by the protective barrier resulting in flooding of the protected side.

Today it is a conventional way to solve this problem by simple placing a drainage pump somewhere on the protected side and having an outlet hose extending from the pump over the protective barrier to the flooded side. However, since the ground is usually waterlogged and muddy next to the protective barrier, the drainage pump that is placed on the ground always tend to fall over leading to malfunction and there is also a high risk for clogging of the pump inlet. Thereto, since the outlet hose is not thoroughly anchored on the flooded side it will wriggle back and forth due to the recoil from the pumped liquid, bringing about a risk of damaging property and damaging the protective barrier and also a risk of injuring personnel working at the protected side.

Thereto, there is also a problem that liquid leak in under the protective barrier from the protected side, especially concerning protective barriers anchored against the ground surface by means of the liquid on the flooded side exerting a hydraulic pressure in the vertical direction on a skirt or the like element. This is especially a problem when the protective barrier is erected on a ground surface sloping downwards towards the flooded side. When liquid starts to leak under the protective barrier the pressure difference anchoring the protective barrier will be substantially reduced. This means that the area of the skirt influenced from below by the same hydraulic pressure as the top side, will lose its anchoring ability. If leakage water under hydraulic pressure is spread out under the skirt and/or the protective barrier all the way from the flooded side to the protected side, the protective barrier will gradually lose its anchoring ability and thereby its sealing ability against the ground surface, and finally be loosened from its line of defence. As soon as liquid starts to leak in under the surface of the protective barrier abutting against the ground surface, the total anchoring ability is gradually reduced, meaning that, in a state when the horizontal displacement force from the flood water exceeds the anchoring force, the protective barrier may simply float away or there may be unobstructed fluid communication under the protective barrier between the flooded side and the protected side.

The present invention aims at obviating the above-mentioned disadvantages and failings of the previously known protective barriers and at providing an improved protective barrier and a protective barrier segment.

A primary object of the present invention is to provide an improved protective barrier segment of the initially defined type, wherein any liquid on the protected side of a protective barrier comprising such a protective barrier segment is safely and effectively transported/pumped to the flooded side. It is another object of the present invention to provide a protective barrier segment when used in a protective barrier increases the anchoring ability of the protective barrier, irrespective of the liquid starts to leak in under the protective barrier from the flooded side or from the protected side.

According to the invention at least the primary object is attained by means of the initially defined protective barrier segment and protective barrier having the features defined in the independent claims. Preferred embodiments of the present invention are further defined in the dependent claims.

According to the present invention, there is provided a protective barrier segment of the initially defined type, which is characterized in that the liquid-damming member comprises an opening connecting the flooded side and the protected side and in that the protective barrier segment further comprises a pump arrangement, wherein the pump arrangement is located at the opening in sealed engagement with the liquid-damming member and wherein the pump arrangement, in use, pumps liquid from the protected side to the flooded side. Thus, the present invention is based on the insight that by transporting/pumping the liquid through the protective barrier and having the pump arrangement supported by the protective barrier segment, the reliability of the transport/pumping of liquid from the protected side to the flooded side is highly increased at the same time as the anchoring ability of the protective barrier is increased, and the protective barrier is spared from being damaged by the pump arrangement. Thereto, the pumped head is minimized by not pumping over the protective barrier.

According to the present invention, the pump arrangement comprises a submersible pump, wherein at least the drive unit of the submersible pump is located on the flooded side. Thereby, the submersible pump is provided with cooling from the liquid on the flooded side, and the submersible pump is protected from being damaged by personnel or machines working on the protected side.

According to a preferred embodiment of the present invention, the protective barrier segment comprises means for supporting the submersible pump (<NUM>) in a fixed orientation, preferably up-right orientation. Thereby the submersible pump is prevented from falling over.

According to a preferred embodiment of the present invention, the pump arrangement comprises an inlet screen for pre-filtering the pumped liquid. Thereby leafs and debris is prevented from reaching and clogging the submersible pump and the opening.

Further advantages with and features of the invention will be apparent from the other dependent claims as well as from the following detailed description of preferred embodiments.

<CIT> discloses a protective barrier segment for a temporary liquid-damming protective barrier configured for separating a wet flooded side from a dry protected side by abutting against a ground surface, the protective barrier segment comprising a liquid-damming member having a first surface facing the flooded side and a second surface facing the protected side. The arrangement comprise a pump transporting liquid from one space of the protected side to another space of the protective side.

A more complete understanding of the abovementioned and other features and advantages of the present invention will be apparent from the following detailed description of preferred embodiments in conjunction with the appended drawings, wherein:.

Reference is initially made to the schematic <FIG>. The present invention relates in general to a mobile and temporary liquid-damming device/arrangement, also known as protective barrier or protective bank, generally designated <NUM>. The protective barrier <NUM> is configured to be placed on a ground surface <NUM>, i.e. abutting directly against the soil/ground or against a similar man-made surface with the purpose of damming liquid <NUM>, such as water, from reaching a protected object/area, such as a house, a road, a tunnel, etc. <FIG> disclose a cross section of a schematic protective barrier <NUM>, and irrespective the actual design of the cross section of the protective barrier <NUM> they all have in common that they separates a flooded/wet side <NUM>, to the left of the protective barrier <NUM>, from a protected/dry side <NUM>, to the right of the protective barrier <NUM>.

The protective barrier <NUM> comprises at least one protective barrier segment <NUM>, and depending on the type of protective barrier <NUM> each protective barrier segment <NUM> has different extensions.

Each protective barrier segment or section <NUM> has a width, i.e. maximum extension seen from the flooded side <NUM> to the protected side <NUM>, a length, i.e. maximum extension along the length of the protective barrier <NUM>, and a height, i.e. maximum extension from the ground surface upwards. It shall be pointed out that the width of the protective barrier segment <NUM> can be larger than, equal to or less than the length of the protective barrier segment <NUM>. Thus, a protective barrier <NUM> may be constituted by one or a few protective barrier segments <NUM> that are oblong, as seen in <FIG>, or may be constituted by a plurality of protective barrier segments <NUM> that are short, as seen in <FIG>. When the protective barrier <NUM> comprises more than one protective barrier segment <NUM>, the segments are interconnected in a watertight way. It shall also be pointed out that a specific protective barrier <NUM> may comprise protective barrier segments of different types/shape.

It shall be pointed out that in this document different types/shapes of protective barriers are disclosed using different known basic technologies for damming liquid, however, it shall be pointed out that the present invention is not limited to the disclosed exemplary types/shapes and that the list of disclosed basic technologies is not considered to be exhaustive.

In common for all protective barriers <NUM> is that the protective barrier segment <NUM> comprises a liquid-damming member <NUM>, i.e. a member/element/structure configured to stem liquid on the flooded side <NUM> and to prevent the liquid from reaching the protected side <NUM>. All liquid-damming members <NUM> has a first surface <NUM> facing the flooded side <NUM> and a second surface <NUM> facing the protected side <NUM>. The liquid-damming member <NUM> can be hard, flexible/soft, or combination thereof, and can be self-supporting or supported by other components.

According to one known branch of technology the liquid-damming member <NUM> comprises or is constituted by an impermeable component, such as a suitable fabric, plastic, rubber, metal, or the like or combined material, in order to prevent the liquid on the flooded side <NUM> from reaching the protected side <NUM>. According to another known branch of technology the liquid-damming member <NUM> has the function of preventing the liquid on the flooded side <NUM> from reaching the protected side <NUM> by joint action of the individual components making up the protective barrier segment <NUM>, i.e. stacked/piled up sandbags, a piled up ridge of soil/sand, etc..

All such protective barriers <NUM> serves its purpose very well, i.e. prevents liquid on the flooded side <NUM> from reaching the protected side <NUM>, but at the same time the protective barrier <NUM> prevents liquid <NUM>' on the protected side <NUM> from reaching the flooded side <NUM>. The liquid on the protected side <NUM> may come from rain, creeks cut-off by the protective barrier, etc..

The present invention will be explained with reference to <FIG> disclosing a schematic protective barrier segment <NUM>. It is essential for the inventive protective barrier segment <NUM> that the liquid-damming member <NUM> comprises an opening <NUM> connecting the flooded side <NUM> and the protected side <NUM>, i.e. a through hole. Thereto it is essential that the protective barrier segment <NUM> further comprises a pump arrangement <NUM>, wherein the pump arrangement <NUM> is located at said opening <NUM> in sealed engagement with the liquid-damming member <NUM>. An inlet opening <NUM> of the pump arrangement <NUM> is located at the protected side <NUM>, i.e. in fluid communication with the protected side <NUM>, and an outlet opening <NUM> of the pump arrangement <NUM> is located at the flooded side <NUM>, i.e. in fluid communication with the flooded side <NUM>. When the pump arrangement <NUM> is in operation, i.e. in use, it pumps liquid from the protected side <NUM> to the flooded side <NUM> through the opening <NUM> of the liquid-damming member <NUM>. The pump arrangement <NUM> also prevents the liquid on the flooded side <NUM> from reaching the protected side <NUM> via the opening <NUM> in the liquid-damming member <NUM>, by being in sealed engagement with the liquid-damming member <NUM> at the opening <NUM>. The opening <NUM> is preferably located at the lower half of the protective barrier segment <NUM>.

It shall be realized that the pump arrangement <NUM> and the liquid-damming member <NUM> that are configured to be used together are preferably transported separately to the location of the protective area and joined together at site. They can also be provided from different locations.

The inventive protective barrier segment <NUM> comprises at least one opening <NUM> and one pump arrangement <NUM>. An inventive protective barrier <NUM> comprises at least one such protective barrier segment <NUM>.

The sealing engagement between the pump arrangement <NUM> and the liquid-damming member <NUM> at the opening <NUM> may be realized by means of a separate sealing member arranged between the liquid-damming member <NUM> and the pump arrangement <NUM> and/or may be realized due to close fit/contact between the liquid-damming member <NUM> and the pump arrangement <NUM>.

The pump arrangement <NUM> is at least constituted by a submersible pump <NUM>, and the submersible pump <NUM> is configured to be partly or wholly submerged in the liquid. The submersible pump <NUM> may be located on the protected side <NUM>, the flooded side <NUM> or a combination thereof.

At least the drive unit of the submersible pump <NUM> is located on the flooded side <NUM>. The drive unit of the submersible pump comprises an electric motor located in a watertight pump housing. The power supply to the electric motor is made via an electric cable <NUM> extending through the pump housing via a watertight lead through. A drive shaft extends from the electric motor and an impeller is connected to the free end of the drive shaft, wherein the impeller during operation is driven in rotation by the electric motor via the drive shaft to pump liquid from the inlet opening <NUM> to the outlet opening <NUM>.

Thus, it is conceivable that part of the submersible pump <NUM> is located on the flooded side <NUM> and part of the submersible pump <NUM> is located on the protected side <NUM>, wherein the watertight pump housing of the submersible pump <NUM> is in sealed engagement with the liquid-damming member <NUM> in the opening <NUM>. According to another embodiment the entire submersible pump <NUM> is located on the flooded side <NUM>. The submersible pump <NUM> is preferably located in the opening <NUM> and supported by the opening <NUM>.

By having the submersible pump <NUM> partly or wholly located on the flooded side <NUM>, the risk that the submersible pump <NUM> is damaged by people or machines working on the protected side <NUM> is totally eliminated. Thereto, the submersible pump <NUM> is cooled off effectively by the liquid <NUM> on the flooded side <NUM> and prevented from overheating also when no or little liquid <NUM>' is pumped and the submersible pump <NUM> is still operating, also known as snoring.

According to a preferred embodiment, the pump arrangement <NUM> comprises a non-return valve <NUM> preventing the liquid on the flooded side <NUM> from flowing to the protected side <NUM> via the pump arrangement <NUM>, when the pump arrangement <NUM> is inactive, i.e. the impeller of the submersible pump <NUM> is not rotating. This is advantageous if the submersible pump <NUM> loses its power or if the submersible pump <NUM> is configured to be active only when there is liquid <NUM>' present on the protected side <NUM>. Thus, the submersible pump <NUM> can be operated in ON/OFF mode by means of a level sensor or the like. The non-return valve <NUM> is preferably located at the outlet opening <NUM>, and can be constituted by a hinged plate or the like. The non-return valve <NUM> may be biased towards the closed position. Thereto the opening <NUM> of the liquid-damming member <NUM> may be provided with a lid/cover that will close the opening <NUM> in the event the submersible pump <NUM> or pump arrangement <NUM> need to be replaced, serviced, etc..

According to some embodiments the pump arrangement <NUM> comprises an inlet pipe/conduit <NUM> extending from the submersible pump <NUM> to the protected side <NUM> through the opening <NUM>, wherein the inlet pipe <NUM> is in sealed engagement with the liquid-damming member <NUM>.

The protective barrier segment <NUM> preferably comprises means for supporting/bracing the submersible pump <NUM> in a fixed orientation, preferably upright orientation in relation to the ground surface. The means for supporting/bracing prevents the submersible pump <NUM> from falling over. The means for supporting/bracing or fixating the submersible pump <NUM> may be constituted by the liquid-damming member <NUM> or by a separate element that is freestanding from the liquid-damming member <NUM> or by a separate element arranged in the opening <NUM>.

The protective barrier segment <NUM> or the pump arrangement <NUM> may comprise an inlet screen or net at the inlet opening <NUM> for pre-filtering of the pumped liquid <NUM>', i.e. in order to prevent leafs and debris from reaching and clogging the submersible pump <NUM>.

Different realizations of the present invention will now be described and disclosed with reference to <FIG>. Corresponding elements in the different realizations are given the same name and reference number, and elements that are the like in different realizations is only described once.

Reference is now made to <FIG>, disclosing a preferred embodiment of the present invention. The liquid-damming member <NUM> of the protective barrier segment <NUM> is generally L-shaped, i.e. self-supported, wherein the "foot" of the L-shape is turned towards the flooded side <NUM>. The liquid-damming member <NUM> comprises a bottom portion/board <NUM>, i.e. the "foot" of the L-shape, configured to be placed abutting the ground surface <NUM> and has the purpose of anchoring the liquid-damming segment <NUM> by being urged against the ground surface <NUM> by the liquid <NUM>, and the liquid-damming member <NUM> comprises further a wall/board <NUM> connected to the bottom portion <NUM> in an upright configuration and having the purpose of damming the liquid <NUM>, i.e. retaining the liquid on the flooded side <NUM>. It shall be realized that the angle between the bottom portion <NUM> and the wall <NUM> must not be perpendicular.

The wall <NUM> can be fixedly or releasably connected to the bottom portion <NUM>, and it shall be pointed out that the interface/limit between the wall <NUM> and the bottom portion <NUM> may be indistinct and the interface between them may be constituted by an arc-shaped transition instead of a sharp edge. The wall <NUM> is preferably located at the end of the bottom portion <NUM> closest to the protected side <NUM>, i.e. the proximal end of the bottom portion <NUM>. The liquid-damming member <NUM> may also comprise reinforcements <NUM> or the like to keep the liquid-damming member <NUM> stable in shape during use.

In the disclosed embodiment the liquid-damming member <NUM> is made of plastic and moulded in one piece. According to an alternative embodiment, the liquid-damming member <NUM> may comprise a L-shaped support/framework construction covered by an impermeable fabric/tarpaulin at the first surface <NUM>.

According to a preferred embodiment, the first surface <NUM> of the bottom portion <NUM> of the liquid-damming member <NUM> is facing upwards and the second surface <NUM> of the bottom portion <NUM> of the liquid-damming member <NUM> is facing downwards, i.e. the protected side <NUM> is also located under the bottom portion <NUM>.

The bottom portion <NUM> of the liquid-damming member <NUM> comprises a longitudinal contact zone <NUM>, i.e. along the length of the protective barrier segment <NUM>, at least at the distal end region of the bottom portion <NUM>. The contact zone <NUM> is configured to abut against the ground surface in order to separate the flooded side <NUM> and the protected side <NUM>. The protective barrier segment <NUM> may alternatively/supplementary comprise a skirt <NUM> or the like flexible strip of material/fabric arranged at the distal end of the bottom portion <NUM> and bridging over from the ground surface <NUM> to the first surface <NUM> of the bottom portion <NUM>, in order to enhance the ability to prevent liquid from seeping under the bottom portion <NUM> from the flooded side <NUM>. The skirt <NUM> may extend along several protective barrier segments, or each protective barrier segment may comprise a separate skirt <NUM> overlapping each other. Thus, the skirt <NUM> may constitute the contact zone of the bottom portion <NUM>. The skirt <NUM> may be auxiliary fixated against the ground surface <NUM> by nails/pins, by separate weights, or the like.

The protective barrier segment <NUM> may also comprise drainage means <NUM> generating passages extending from the protected side <NUM> to underneath the bottom portion <NUM> in order to drain away any liquid leaking under the bottom portion <NUM> from the flooded side <NUM> in order to keep the area below the bottom portion <NUM> at or close to atmospheric pressure, when any liquid <NUM>' on the protected side <NUM> has been removed. The draining means <NUM> preferably extends all the way from the contact zone <NUM> to underneath the wall <NUM>, however it is conceivable to limit the extension of the draining means <NUM> to only a part of the width of the protective barrier segment <NUM> and/or to only a part of the length of the protective barrier segment <NUM>. In practice, the draining means <NUM> may be achieved in several different ways. The drainage means may, for instance, be realized by means of a profiled bottom portion <NUM> or spacing elements which are either permanently attached to the bottom portion <NUM> or loosely applied between the bottom portion <NUM> and the ground surface <NUM>. In this context it shall also be mentioned that the draining means <NUM> may be equally thick or wedge-shaped from a maximum height at the wall <NUM> to a minimal height at the contact zone21. The protective barrier segment <NUM>, may comprise an inlet screen or net located at the wall <NUM> to prevent leafs and debris to enter the drainage means <NUM> and to accumulate underneath the bottom portion <NUM>.

In the disclosed embodiment the opening <NUM> is located in the bottom portion <NUM> of the liquid-damming member <NUM> and the submersible pump <NUM> is located at the opening <NUM>, such that any liquid present under the protective barrier segment <NUM> will be transported to the flooded side <NUM> when the submersible pump <NUM> is operating, provided that the liquid <NUM>' on the protected side <NUM> is enough to prime the submersible pump <NUM>. According to an alternative embodiment the opening <NUM> is provided at the lower end of the wall <NUM>, and such realization preferably comprises an inlet pipe <NUM> extending through the opening <NUM> and downwards to the ground surface <NUM> in order to have an optimized distance between the inlet opening <NUM> and the ground surface <NUM>.

According to the realization disclosed in <FIG>, the bottom portion <NUM> of the liquid-damming member <NUM> comprises a seat <NUM> for supporting/bracing the submersible pump <NUM> in a fixed orientation. The seat <NUM> is constituted by a collar surrounding the opening <NUM>, i.e. the walls of the opening <NUM>, wherein the pump <NUM> is located inside the collar. The seat <NUM> and/or the pump <NUM> comprise means to fixate the position of the pump <NUM> in relation to the ground surface <NUM>. The pump <NUM> may rest on a flange in the opening <NUM> or the pump <NUM> may comprise a flange abutting the upper rim of the seat/collar <NUM>. The inlet opening <NUM> of the pump arrangement <NUM>, i.e. the inlet opening of the pump <NUM>, may be located above the second surface <NUM> of the bottom portion <NUM>, i.e. within the seat/collar <NUM>, or located below the second surface <NUM> of the bottom portion <NUM>, i.e. on the protected side <NUM>. Preferably the submersible pump <NUM> may be positioned at different heights in relation to the bottom portion <NUM> in order to adjust the distance between the inlet opening of the submersible pump <NUM> and the ground surface <NUM>. A greater distance provides an increased flow rate and a lesser distance provides less remaining liquid on the protected side <NUM>. The submersible pump <NUM> may be bolted to the bottom portion <NUM>. The inlet of the submersible pump <NUM> is the same as the inlet opening <NUM> of the pump arrangement <NUM>, in this embodiment.

The protective barrier segment <NUM> may comprise a separate sealing member arranged between the pump housing and the liquid-damming member <NUM> and/or the pump housing may be in direct/sealing contact with the liquid-damming member <NUM>.

According to an alternative realization, the pump arrangement <NUM> may comprise a bucket-like insert located in the opening <NUM>. The insert is in sealed engagement with the liquid-damming member <NUM>, wherein at least the lower area of such insert comprises one or more holes and wherein the submersible pump <NUM> is positioned in the insert and is supported/braced direct or indirect by the insert. The submersible pump <NUM> is in sealed engagement with the insert. The sealing engagement between the pump housing and the bottom portion <NUM>, or between the pump housing and the insert, may be realized by means of a flexible gaiter or fabric adapted to fit different sized submersible pumps <NUM>.

Reference is now made to <FIG> disclosing an inclined liquid-damming member <NUM> comprising a board, a loading pallet, or the like, that is supported by stays <NUM> on the protected side <NUM>. The protective barrier segment <NUM> comprises a skirt <NUM> bridging over from the ground surface <NUM> to the board. The skirt <NUM> may constitute the entire first surface <NUM> of the liquid-damming member <NUM>. Since the board is inclined away from the flooded side <NUM>, the liquid <NUM> on the flooded side <NUM> will anchor the liquid-damming member <NUM> by applying a downward force at the same time as the liquid is prevented from reaching the protected side <NUM>. The opening <NUM> is located at the lower end of the liquid-damming member <NUM>. The configuration of the opening <NUM> and the cooperation between the submersible pump <NUM>, the opening <NUM>, an insert, seal engagement, collar, etc. correspond to the realization according to <FIG>, and is not described again, thus the board in <FIG> corresponds in all essentials to the bottom portion <NUM> in <FIG>. It shall be pointed out that the submersible pump <NUM> may be oriented at an angle in relation to the board, i.e. in a vertical direction as disclosed in <FIG>, in order to minimize the distance between the inlet of the submersible pump <NUM> and the ground surface <NUM>.

Reference is now made to <FIG> disclosing a tube-like casing to be used as liquid-damming member <NUM>, wherein the tube-like casing is filled/erected with water or with air. The tube-like casing corresponds to the wall <NUM> of the realization according to <FIG>. The liquid-damming member <NUM> of the protective barrier segment <NUM> also comprises a skirt <NUM> connected to the tube-like casing, wherein the skirt <NUM> prevents the liquid on the flooded side <NUM> to leak under the tube-like casing, at the same time as the skirt <NUM> is anchored to the ground surface <NUM> by the liquid <NUM> in order to prevent the tube-like casing from floating away. The skirt <NUM> correspond to the bottom portion <NUM> of the realization according to <FIG>. The skirt <NUM> may be fixed connected to the tube-like casing as disclosed in <FIG> or detachable connected to the tube-like casing as illustrated in <FIG>, for instance by means of zippers. The protective barrier segment <NUM> may comprise drainage means <NUM> located under the tube-like casing as already described together with the realization according to <FIG>. The opening <NUM> is arranged in the skirt <NUM>, and the protective barrier segment <NUM> comprises supporting/bracing means <NUM> located under the skirt <NUM> such that the submersible pump <NUM> is arranged at the opening <NUM> and supported by the supporting means <NUM>. Thereby the submersible pump <NUM> is prevented from falling over. The sealing engagement between the pump arrangement <NUM> and the skirt <NUM> of the liquid-damming member <NUM> is realized in corresponding ways as the previously described realizations of the invention, i.e. by separate seal elements or by close contact between the pump arrangement <NUM> and the liquid-damming member <NUM>, i.e. the skirt <NUM>.

The pump arrangement <NUM> may comprise an inlet pipe <NUM> extending from the protected side <NUM> to the supporting means <NUM>, as illustrated in <FIG>, such that liquid accumulating on the protected side <NUM> will reach the submersible pump <NUM>, alternatively the drainage means <NUM> will extend all the way from the protected side <NUM> to the supporting means <NUM>, as disclosed in <FIG>, such that liquid accumulating on the protected side <NUM> will reach the submersible pump <NUM>.

According to an alternative realization the protective barrier segment <NUM> is constituted by a connector screen or joint cover configured to interconnect two protective barrier segments <NUM> in order to provide a continuous protective barrier <NUM>, i.e. intended to cover the joint. The joint cover is attached to both the skirt <NUM> and the tube-like casing of both protective barrier segments <NUM>, for instance using zippers, such that the joint cover comprises a bottom portion and an upright portion. The opening <NUM> is located in the bottom portion, and the protective barrier segment <NUM> comprises supporting means <NUM> located below the bottom portion such that the submersible pump <NUM> is arranged at the opening <NUM> and supported by the fixture/supporting means <NUM>, corresponding to the realization disclosed in <FIG>. The joint cover realization may also be used together with the inclined liquid-damming member <NUM> according to <FIG>. The joint cover is preferably made by a fabric, or the like.

Reference is now made to <FIG> disclosing a protective barrier <NUM> comprising stacked/piled up material, such as prefilled sandbags, a ridge of soil/sand, or the like, to be used as liquid-damming member <NUM>. It shall be pointed out that the protective barrier in this embodiment is constituted by one protective barrier segment.

In <FIG> the inlet pipe <NUM> of the pump arrangement <NUM> is arranged at the bottom of the liquid-damming member <NUM> creating an opening <NUM> in the liquid-damming member <NUM> from the protected side <NUM> to the flooded side <NUM>. The liquid-damming member <NUM> is in sealed engagement with the inlet pipe <NUM> of the pump arrangement <NUM>. The submersible pump <NUM> is supported by the supporting/bracing means <NUM> and is connected to the inlet pipe <NUM>.

In <FIG> is disclosed a realization that is a combination of the realizations disclosed in <FIG> and <FIG>, i.e. the liquid-damming member <NUM> disclosed in <FIG> comprises a skirt <NUM>, or joint cover, that constitutes the first surface <NUM> of the liquid-damming member <NUM> and bridges over from the ground surface <NUM> to the pile up material. The skirt <NUM> comprises an opening <NUM>, and the protective barrier segment <NUM> comprises supporting means <NUM> located below the skirt <NUM> such that the submersible pump <NUM> is arranged at the opening <NUM> and supported by the fixture/supporting means <NUM>, corresponding to the realization disclosed in <FIG>.

The invention is not limited only to the embodiments described above and shown in the drawings, which primarily have an illustrative and exemplifying purpose. This patent application is intended to cover all adjustments and variants of the preferred embodiments described herein, thus the present invention is defined by the wording of the appended claims and the equivalents thereof. Thus, the equipment may be modified in all kinds of ways within the scope of the appended claims.

It shall also be pointed out that all information about/concerning terms such as above, under, upper, lower, etc., shall be interpreted/read having the equipment oriented according to the figures, having the drawings oriented such that the references can be properly read. Thus, such terms only indicates mutual relations in the shown embodiments, which relations may be changed if the inventive equipment is provided with another structure/design.

It shall also be pointed out that even thus it is not explicitly stated that features from a specific embodiment may be combined with features from another embodiment, the combination shall be considered obvious, if the combination is possible.

Claim 1:
A protective barrier segment (<NUM>) for a temporary liquid-damming protective barrier (<NUM>) configured for separating a flooded side (<NUM>) from a protected side (<NUM>) by abutting against a ground surface, the protective barrier segment (<NUM>) comprising a liquid-damming member (<NUM>) having a first surface (<NUM>) facing the flooded side (<NUM>) and a second surface (<NUM>) facing the protected side (<NUM>), characterized in that the liquid-damming member (<NUM>) comprises an opening (<NUM>) connecting the flooded side (<NUM>) and the protected side (<NUM>) and in that the protective barrier segment (<NUM>) further comprises a pump arrangement (<NUM>), wherein the pump arrangement (<NUM>) is located at the opening (<NUM>) in sealed engagement with the liquid-damming member (<NUM>) and wherein the pump arrangement (<NUM>), in use, pumps liquid from the protected side (<NUM>) to the flooded side (<NUM>), the pump arrangement (<NUM>) comprising a submersible pump (<NUM>), wherein the drive unit of the submersible pump (<NUM>) is located on the flooded side (<NUM>).