Patent Description:
Dispensing water into an aquifer or ground layer is a process that is used for instance for ground water level control. A known system for dispensing water into a ground layer is shown in <FIG>. The system comprises a slotted tube (<NUM>) having slots (<NUM>) along at least a part of its length. The tube (<NUM>) is placed in the ground and water is supplied to the top opening. The slots (<NUM>) allow the water to flow from the interior of the tube (<NUM>) into the ground layer surrounding the pipe (<NUM>).

<CIT> and <CIT> both disclose an infiltration unit for dispensing water into an aquifer. The infiltration unit comprises a pipe with a nozzle filter which is introduced into the aquifer. When water is introduced via the pipe into the nozzle filter filled with groundwater a spherical pressure wave occurs due to the water resistance. The propagation of the pressure wave in the aquifer at the infiltration point results in an inflow and an outflow causing a hydrostatic groundwater barrier. As a result of the fact that the groundwater barrier does not receive any more groundwater from the inflow, the suction tension or the wineskin effect occurs, which sucks the rainwater from the nozzle filter into the outflow of the aquifer.

A disadvantage of the known system is that the water flow through the slots is subjected to a large pressure loss. Thus, the water is ejected from the slots at a relatively low flow velocity and, as a consequence, the water is only dispensed in a small area around the slotted pipe. Hence, the water is not dispensed effectively and the flow rate of the dispensed water is limited.

It is an object of the present invention to provide an infiltration head, a system and a method for dispensing water into an aquifer, which can dispense the water into the ground more effectively.

According to a first aspect, the invention provides an infiltration head for dispensing water into an aquifer, wherein the infiltration head comprises an infiltration tube having a first end and a second end and a central axis extending in an axial direction between said first end and said second end, wherein the first end is arranged for allowing a water flow to enter the infiltration tube, wherein the infiltration tube comprises a circumferential wall extending circumferentially about the central axis in a circumferential direction, wherein one or more apertures are provided at an axial position between the first end and the second end, wherein said one or more apertures extend through said circumferential wall in a radial direction transverse to the central axis, wherein the infiltration head further comprises a deflector which is positioned within the infiltration tube at or near the axial position of the one or more apertures, wherein the deflector comprises a deflector body having a deflection portion which is configured for deflecting a flow direction of the water flow from a first direction parallel or substantially parallel to the central axis to a second direction towards the one or more apertures.

During use, the water flow enters the infiltration tube and flows through the infiltration tube with a flow direction in the first direction. When the water flow reaches the deflector, the water flows along the deflection portion and the flow direction of the water flow is gradually changed from the first direction to the second direction towards the one or more apertures. Thereafter, the water flow exits the infiltration tube through the one or more apertures. Because of the gradual change from the first direction to the second direction, disturbances in the water flow can be reduced or prevented. Therefore, turbulence in the water flow within the infiltration pipe, in particular near the one or more apertures, can be reduced or prevented, resulting in that pressure losses can be kept at minimum. As a result, the water flow can exit the infiltration head at a higher flow rate. Hence, when the water flow is supplied to the infiltration head under pressure, said water flow can be forced through the one or more apertures to penetrate the aquifer, thereby forming an associated cavity in the aquifer. Said cavity can extend away from the infiltration head over a penetration depth of several meters. The cavities have a substantially conical shape, tapering outwards away from the one or more apertures, due to the pressure difference over each of the one or more apertures. The water flow can be dispensed into the aquifer over the entire external surface of the cavity. Consequently, the water flow can be dispensed into the aquifer more effectively.

Additionally, because the water flow penetrates the aquifer, an upward backflow of water on the outside of the infiltration tube towards the surface can be reduced or in the ideal case prevented.

In an embodiment thereof, the second direction is transverse to the central axis. An aquifer generally extends in a substantially horizontal direction. Hence, when the infiltration head is inserted into the ground in a substantially vertical direction, the water flow can be directed in or substantially in the direction of the aquifer.

In a further embodiment, the deflection portion is tapered towards the first end of the infiltration tube. In an embodiment thereof, the deflection portion has a conical shape, a substantially conical shape or a frusto-conical shape. During use, the water flow flows along the deflection portion, therewith deflecting the flow direction from the first direction to the second direction. In other words, the water flow is gradually deflected away from the first direction and towards the second direction. Hence, the flow hits the surface of the deflection portion at an obtuse angle. In other words, the flow direction is not changed abruptly and turbulence can be reduced. Consequently, energy losses due to turbulence can be reduced or ideally prevented, resulting advantageously in an outflow velocity which is substantially equal to or higher than the inflow velocity of the water.

In a further embodiment, two or more apertures are provided at or near the axial position between the first end and the second end, wherein said two or more apertures extend through said circumferential wall in the radial direction transverse to the central axis. In an embodiment thereof, the two or more apertures are evenly distributed in the circumferential direction. The water flow generally exits the apertures in a substantially conical shaped jet. By evenly distributing the apertures, the apertures are apart in the circumferential direction over a maximum possible distance. Hence, interference between the jets can be prevented. The two apertures can distribute the water flow over a larger angular range in the circumferential direction. Hence the water flow can be dispensed over a larger area.

In a further embodiment, three apertures are provided at or near the axial position between the first end and the second end, wherein said three apertures extend through said circumferential wall in the radial direction transverse to the central axis. In an embodiment thereof, said three apertures are arranged at mutual angles of one-hundred-and-twenty degrees in the circumferential direction. The water flow generally exits the apertures in a substantially conical shaped jet. By evenly distributing the apertures, interference between the jets can be prevented. The three apertures can distribute the water flow over a larger angular range in the circumferential direction. Hence the water flow can be dispensed over a larger area. Hence, the water flow can be dispensed into the aquifer more evenly.

In a further embodiment, the infiltration tube defines an infiltration tube flow area between the axial position and the first end and wherein each of the two or more apertures has an aperture flow area, wherein the infiltration tube flow area is larger than the sum of the aperture flow areas. Hence, the water flow can exit the apertures at an higher flow speed than the flow speed at the first end. Advantageously, the water flow can penetrate into the aquifer over a greater penetration dept.

In a further embodiment, the deflector comprises one or more through holes extending through the deflector body in the axial direction for allowing at least a part of the water flow to flow past the deflector in the axial direction. Thus, at least a part of the water flow can flow past the deflector. Hence, a further infiltration head, or a further deflector may be used downstream of the deflector to dispense at least a part of the water flow in the ground at a further axial position.

In an embodiment thereof, the one or more through holes are offset in the circumferential direction with respect to the one or more apertures. During use, the deflection element can deflect a part of the water flow through the apertures at the location of the apertures in the circumferential direction. Additionally, the deflector can allow a part of the water to flow past the deflector at the location of the through holes. Hence, interference between the water flow through the one or more holes and the water flow through the apertures can be kept at a minimum. Hence, a disturbance in the water flow upstream of the one or more apertures can be prevented.

In a further embodiment, the deflector further comprises one or more pipes, each extending through a respective one of the one or more through holes, and wherein the one or more pipes protrude from the deflector towards the first end of the infiltration tube. Thus, at least a part of the water flow can be guided through the deflector via the tubes. Consequently, a disturbance in the water flow through the infiltration tube can be kept to a minimum or in the ideal case can be prevented.

In a further embodiment, the infiltration head further comprises a filter assembly which is arranged circumferentially about at least a part of the infiltration tube in the axial direction and/or the circumferential direction for preventing soil from entering the infiltration tube through said one or more apertures. When the water flow impacts the aquifer, soil, sand and/or dirt are dislodged from the aquifer. The filter assembly can prevent said soil, sand and/or dirt from entering the infiltration tube. Consequently, contamination and/or blockage of the infiltration tube can be prevented.

In an embodiment thereof, the filter assembly comprises a first filter and a second filter, wherein the second filter is arranged concentric with respect to the first filter and spaced apart from said first filter in the radial direction. In an advantageous embodiment thereof, the first filter has a first mesh size and is configured to prevent sand or soil particles to pass through the first filter. In a further advantageous embodiment, the second filter has a second mesh size which is larger than the first mesh size. The first filter can prevent soil particles from entering the infiltration tube. Hence, a clogging of the infiltration tube due to accumulation of soil can be prevented. The second filter can provide structural integrity. Moreover, the second filter can prevent larger objects from damaging the first filter.

In a further embodiment, the infiltration tube comprises one or more slotted tube portions, wherein said slotted tube portion comprises a plurality of slots extending through the circumferential wall in the radial direction. The one or more slotted tube portions can contribute to the dispersion of the water flow into the aquifer. Moreover, the slotted tube portions can benefit from the cavities created by the water flow forced through the apertures.

In a further embodiment thereof, at least one slotted tube portion of the one or more slotted tube portions is located between the first end and the axial position of the one or more apertures. Hence, at least a part of the water flow can be dispensed into the aquifer before reaching the deflector. Thus, when a flow through the apertures is blocked, the water flow can be dispensed into the aquifer via the slotted tube portion.

In a further embodiment, at least one slotted tube portion of the one or more slotted tube portions is located between the axial position of the one or more apertures and the second end. Hence, a part of the water flow that has flown past the deflector can be dispensed into the aquifer via the slotted tube portion.

In a further embodiment, the one or more apertures are first apertures provided at a first axial position between the first end and the second end and wherein the deflector is a first deflector, wherein the infiltration tube is further provided with one or more second apertures which extend through the circumferential wall in the radial direction at a second axial position between the first axial position and the second end, wherein the infiltration head further comprises a second deflector which is positioned within the infiltration tube at or near the second axial position and which is configured for deflecting a flow direction of the water flow from the first direction to a third direction towards the one or more second apertures. In other words, the infiltration head can dispense the water flow at two distinct axial positions. Hence, the infiltration head can dispense the water in one or more aquifers at the same time.

In an embodiment thereof, the third direction is transverse to the central axis. Hence, the water flow can be directed in or substantially in the direction of the aquifer.

In a further embodiment, the number of the one or more second apertures corresponds to the number of the one or more first apertures. In a further embodiment, each of the one or more second apertures is offset in the circumferential direction with respect to the one or more first apertures. Hence, interference of the jets of the water flow exiting the apertures can be kept at a minimum or prevented. Consequently, the water can be distributed more evenly. Hence, a larger flow rate can be affected.

In a further embodiment, the infiltration tube comprises a slotted tube portion which is located between the first axial position and the second axial position, wherein said slotted tube portion comprises a plurality of slots extending through the circumferential wall in the radial direction. As discussed above, the slotted tube portion can contribute to the dispersion of the water flow into the aquifer, in particular into the cavities created by the water flow forced through the apertures. Moreover, the combination of the slotted tube and the apertures can affect that the water flow dispensed from the slotted tube is dispersed more easily due to the cavities created by the water flow forced through the apertures.

In a further advantageous embodiment, the infiltration tube has an internal diameter between thirty and two-hundred millimeters, preferably between forty and one-hundred-and-fifty millimeters, more preferably between fifty and one-hundred millimeters.

According to a second aspect, the invention provides a system for dispensing water into an aquifer, wherein the system comprises an infiltration head, preferably an infiltration head according to the first aspect of the invention, and a water source, wherein the infiltration head is in fluid communication with said water source.

The system comprises the infiltration head as discussed above. Hence, the system comprises at least the same advantages as described in relation to the infiltration head according to the first aspect of the invention.

In an embodiment thereof, the system comprises a fluid duct for connecting the infiltration head to the water source. Said fluid duct may for example be a fluid pipe, a conduit or a hose. A fluid duct can be an efficient way to supply the water flow to the infiltration head.

In an embodiment thereof, the infiltration tube of the infiltration head comprises at least a part of the fluid duct. In other words, the infiltration tube and the fluid duct may be formed as a single duct. A single duct may be cheaper to produce. Moreover, a single duct can be less prone to defects.

In an alternative embodiment thereof, the fluid duct is a fluid pipe, and wherein the infiltration head is located within the fluid duct, wherein the fluid duct comprises one or more through holes in the radial direction corresponding to and in line with the one or more apertures in the infiltration tube. Thus, the infiltration head can be positioned within the fluid duct. Consequently, the infiltration head can be better protected while efficiently dispensing the water flow in the aquifer.

In a further embodiment, the system further comprises a pump and/or a drain operationally connected to the water source and the fluid duct for supplying the water flow to the infiltration head via said fluid duct. A pump or drain can supply the water flow to the infiltration head at a predetermined flow rate. Hence, the water can be ejected from the apertures at a constant velocity. Consequently, the water flow can penetrate deeper into the aquifer.

According to a third aspect, the invention provides a method for dispensing water into an aquifer using a system as described above, wherein the method comprises the steps of:.

The method comprises the use of the system, hence, the method has at least the advantages as described in relation to the system according to the second aspect of the invention. In an embodiment thereof, the water flow is supplied to the infiltration head at a pressure of at least <NUM> bar, preferably at least one bar, most preferably at least <NUM> bar. Hence, the water can be ejected from the apertures more forcefully. Consequently, the water flow can penetrate deeper into the aquifer. Thus, the water flow can be dispensed more effectively.

In a further embodiment, the method comprises the steps of:.

<FIG>, <FIG> and <FIG> show a system <NUM> for dispensing water into a ground layer or aquifer <NUM> according to an exemplary embodiment of the present invention. The infiltration system <NUM> comprises an infiltration head <NUM> for dispensing water into the aquifer <NUM>. The system <NUM> further comprises a water source (not shown) which is connected in fluid communication to the infiltration head <NUM>. In particular, the system <NUM> further comprises a fluid duct <NUM> for connecting the infiltration head <NUM> to the water source.

In this embodiment, the fluid duct <NUM> is a fluid pipe which is connected to the infiltration head <NUM>. The system <NUM> further comprises a pump <NUM> which is operationally connected to the water source and the fluid duct <NUM> for supplying a water flow W to the infiltration head <NUM> via the fluid duct <NUM>. The pump <NUM> is arranged to supply the water flow W to the infiltration head at a pressure or overpressure of at least <NUM> bar. Preferably the pump <NUM> is arranged to supply the water flow W at a pressure of at least one bar, more preferably at least two bar. Alternatively or additionally, the system may comprise a drain which is operably connected to the water source and the infiltration head <NUM> for supplying the water flow W to the infiltration head <NUM>.

The infiltration head <NUM> is shown in more detail in <FIG>, <FIG>and <FIG>. The infiltration head <NUM> comprises an infiltration tube <NUM> and a filter assembly <NUM> arranged around said infiltration tube <NUM>. In the embodiment as shown, the infiltration tube <NUM> is circular or substantially circular in cross section. The infiltration tube <NUM> is connectable to the fluid duct <NUM> using a suitable connector (not shown). Alternatively, the infiltration tube <NUM> may comprise the fluid duct <NUM>. In other words, the infiltration tube <NUM> and the fluid duct <NUM> may be formed as a single tube or duct.

As is best shown in <FIG>, <FIG> and <FIG>, the infiltration tube <NUM> comprises a first end <NUM> and a second end <NUM> opposite to the first end <NUM>. The infiltration tube <NUM> comprises a central axis A which extends in an axial direction X between the first end <NUM> and the second end <NUM>. The infiltration tube <NUM> comprises a circumferential wall <NUM> which extends circumferentially about the central axis A in a circumferential direction C. The circumferential wall defines an input opening at the first end <NUM>. The first end <NUM> is arranged to allow the water flow W to enter the infiltration tube <NUM> at said input opening. The second end <NUM> is closed off by a lid or a stop.

A typical infiltration tube <NUM> has an internal diameter between thirty and two-hundred millimetres. Preferably, the internal diameter is between forty and one-hundred-and-fifty millimetres. More preferably, the internal diameter is between fifty and one-hundred millimetres.

As is best shown in <FIG>, the infiltration tube <NUM> is further provided with three apertures <NUM> in the circumferential wall <NUM>. Said apertures <NUM> are provided at an axial position along the central axis A. The apertures <NUM> extend through the circumferential wall <NUM> in a radial direction R transverse to the central axis A. The apertures <NUM> are evenly spaced in the circumferential direction C. In other words, each aperture <NUM> is offset in the circumferential with respect to an adjacent aperture <NUM> by one-hundred-and-twenty degrees.

The apertures <NUM> have a circular or substantially circular shape. The apertures <NUM> each have an aperture flow area. Each aperture flow area corresponds to the cross-sectional area of the respective aperture <NUM>. The infiltration tube <NUM> defines an infiltration tube flow area between the axial position and the first end <NUM>. Said infiltration tube flow area may be a nominal flow area or the flow area of the infiltration tube <NUM> at the first end <NUM>. The apertures are configured such that the sum of the aperture flow areas is smaller than the infiltration tube flow area. In an embodiment comprising only one aperture <NUM> (not shown), said one aperture <NUM> is configured, such that its aperture flow area is smaller than the infiltration tube flow area. For example, the infiltration tube <NUM> may have an internal diameter of fifty millimetres and the apertures <NUM> may have a diameter of sixteen millimetres.

As is best shown in <FIG>, <FIG> and <FIG>, the infiltration head <NUM> is further provided with a deflector <NUM>. Said deflector <NUM> is arranged within the infiltration tube <NUM> at or near the axial location of the apertures <NUM>. The deflector <NUM> may be fixed to the infiltration tube <NUM> by conventional fixing means, such as gluing, bolting or welding. The deflector <NUM> comprises a deflector body <NUM> having a deflector portion <NUM> which is configured for deflecting the water flow W from a first direction parallel or substantially parallel to the central axis A towards a second direction towards the apertures <NUM>. In particular, said second direction is directed transverse to the central axis A.

The deflection portion <NUM> tapers towards the first end <NUM>. In particular, the deflection portion <NUM> has a conical or a substantially conical shape. Alternatively, the deflection portion <NUM> may have a frustum shape or a frusto-conical shape. The deflection portion <NUM> is located at or near the axial location of the apertures <NUM>. Preferably, the lower edge of the deflection portion <NUM> is located at the lower edge of the apertures <NUM>.

As is shown in <FIG>, the filter assembly <NUM> is arranged circumferentially about the infiltration tube <NUM> at the location of the apertures <NUM>. More particularly, the infiltration assembly <NUM> is arranged concentrically about the infiltration tube <NUM>. The filter assembly <NUM> is configured for preventing soil, dirt or ground from entering the apertures <NUM>. In the embodiment as shown, the filter assembly <NUM> extends over a part of the infiltration tube <NUM> in the axial direction X. The filter assembly <NUM> fully surrounds the infiltration tube <NUM> in the circumferential direction C.

The filter comprises a first filter <NUM> and a second filter <NUM>. The second filter <NUM> is arranged concentric with respect to the first filter <NUM>. In particular, the second filter <NUM> is arranged radially outward and spaced apart from the first filter <NUM>. In particular, the first filter <NUM> has a first mesh size which is configured to prevent soil particles from passing through the first filter <NUM>. The first filter <NUM> is provided with ribs <NUM> to provide structural integrity.

The second filter <NUM> has a mesh size which is larger than the first mesh size. The second filter <NUM> may prevent larger or heavier particles, such as small rocks from damaging the first filter <NUM>. The first filter <NUM> and the second filter <NUM> are mounted to the infiltration tube <NUM>.

An alternative filter assembly <NUM> is shown in <FIG>. The alternative filter assembly <NUM> comprises a first filter <NUM> and a second filter <NUM> as described above. The alternative filter assembly <NUM> further comprises two first collars <NUM> for mounting the alternative filter assembly <NUM> to the infiltration tube <NUM>. Said first collars <NUM> at least partially surround the infiltration tube <NUM> in the circumferential direction C. The first collars <NUM> may for example be mounted to the infiltration tube <NUM> by clamping, pinching, welding or gluing. In the embodiment as shown, the first collar <NUM> at the first end <NUM> of the infiltration tube <NUM> is further mounted to the fluid duct <NUM> for connecting said fluid duct <NUM> to the infiltration tube <NUM>.

The ribs <NUM> of the first filter <NUM> comprise circumferential ribs or stiffeners, extending in the circumferential direction C, and longitudinal ribs or stiffeners, extending parallel to the central axis A. The ribs <NUM> further comprise two circumferential outer ribs <NUM>, each arranged at the longitudinal ends of the first filter <NUM>. The first filter <NUM> is mounted to the first collars <NUM> via said outer ribs <NUM>.

The second filter <NUM> is mounted to the first collars <NUM> as well. In particular, the second filter <NUM> is mounted to the first collars <NUM> by fasteners <NUM>. The second filter <NUM> is located axially outward with respect to the first filter <NUM>.

A method of dispensing the water flow W into the aquifer <NUM> using the system <NUM> according to the invention is described below.

First, a well bore is drilled in the ground and/or into the aquifer <NUM> for accommodating the infiltration head <NUM> and the associated fluid duct <NUM>. Preferably, a drill is provided (not shown) that is formed by a drilling tube provided at an outer end with a drilling head with a central opening. Said drill is inserted into the ground while simultaneously supplying a drilling liquid into the drill for drilling said well bore. The supplied drilling liquid initially wells up via the drilling head along the outer side of the drilling tube. The drill is driven into the ground until the drilling head has reached a depth at which the supplied drilling liquid no longer wells up. Subsequently, the insertion of the drill into the ground is ceased. The supply of drilling liquid into the drill is ceased as well.

Then, the fluid duct <NUM> and the associated infiltration head <NUM> are inserted in the drilling tube. The infiltration head <NUM> is positioned such that it is located at or near the drilling depth at which the drilling liquid no longer wells up. Subsequently, the drill is removed from the ground. Alternatively, the drill may be removed prior to inserting the infiltration head <NUM> and the associated fluid duct <NUM> into the well bore.

As shown in <FIG>, the infiltration head <NUM> is connected to the fluid duct <NUM>. The pump <NUM> is operationally connected between said infiltration head <NUM> and the water source to supply the water flow W to the infiltration head <NUM>. The water flow W enters the infiltration head <NUM> at the first end <NUM> of the infiltration tube <NUM>. The water flow W is then deflected by the deflector <NUM>, in particular by the deflection portion <NUM>, towards the apertures <NUM>.

The water flow W is forced through the apertures <NUM> into the aquifer <NUM>, thereby forming cavities <NUM> in said aquifer <NUM>. The cavities <NUM> are cone shaped or substantially cone shaped. The water flow W is then dispersed into the aquifer <NUM> via said cavities <NUM>.

When the cavities <NUM> have been formed, the water flow W may be supplied at a lower pressure. Preferably, said pressure is between <NUM> bar and two bar. For example, the infiltration head <NUM> may be connected to a drain. The water flow W may be induced by gravity. The water flow W may still be effectively dispensed into the aquifer <NUM> via the cavities <NUM>.

As is shown in <FIG>, in the case of the gravity induced water flow W, soil particles <NUM> may accumulate between the first filter <NUM> and the second filter <NUM>. For this reason, the filter assembly <NUM> extends beyond the apertures <NUM> in the axial direction X. Hence, the water flow may circumvent said accumulation of soil particles <NUM>. Additionally, the accumulation of soil particles <NUM> may be removed by supplying the water flow W at a pressure as described above.

<FIG> show an alternative system <NUM> comprising alternative infiltration head <NUM> according to an alternative embodiment of the present invention. The infiltration head <NUM> differs from the previously discussed embodiment in that it comprises an alternative infiltration tube <NUM> having three first apertures <NUM> at or near a first axial location along the central axis A and three second apertures <NUM> at or near a second axial location along the central axis A. The second axial location is located between the first axial location and the second end <NUM>.

Preferably, the second apertures <NUM> are offset in the circumferential direction C with respect to the first apertures <NUM>. In other words, each of the second apertures <NUM> is located between two adjacent first apertures <NUM> in the circumferential direction C. In this particular embodiment, the second apertures <NUM> are offset over an angle of sixty degrees with respect to the first apertures <NUM>. The infiltration tube <NUM> may be partitioned in a first tube comprising the first apertures <NUM> and a connected second tube comprising the second apertures <NUM>.

At the first axial location, the infiltration head <NUM> comprises a first deflector <NUM> and at the second axial location, the infiltration head comprises a second deflector <NUM>. Said second deflector <NUM> is the deflector <NUM> as discussed above. The first deflector <NUM> is an alternative deflector as shown in <FIG> and <FIG>.

Said first deflector <NUM> comprises an alternative deflector body <NUM> having an alternative deflection portion <NUM>. The alternative deflection portion <NUM> is configured for deflecting at least the flow direction of at least a part of the water flow W from the first direction to a third direction towards the one or more second apertures <NUM>.

The first deflector <NUM> differs from the previously second deflector <NUM> in that the first deflector <NUM> comprises three through holes <NUM> extending through the deflector body <NUM> in the axial direction X. The through holes <NUM> allow at least a part of the water flow W to flow past the first deflector <NUM> in the axial direction X. In particular, the through holes <NUM> allow at least a part of the water flow W to flow towards the second deflector <NUM>. The through holes <NUM> are offset with the second apertures <NUM> in the circumferential direction C. Preferably, the through holes <NUM> have a combined flow area between twenty-five and fifty percent of the cross sectional area of the deflector body <NUM>.

The infiltration head <NUM> comprises two filter assemblies <NUM> corresponding to the previously discussed filter assembly <NUM>. One of said filter assemblies <NUM> is arranged at or near the first axial location and the other is arranged at or near the second axial location. In other words, one of the filter assemblies <NUM> is arranged to prevent soil from entering the first apertures <NUM> and the other is arranged to prevent soil from entering the second apertures <NUM>. Alternatively, the infiltration head <NUM> may comprises a single filter assembly <NUM> extending over both the first apertures <NUM> and the second apertures <NUM>.

<FIG> show a further alternative system <NUM> comprising a further alternative infiltration head <NUM> according to a further alternative embodiment of the present invention. As is shown in <FIG>, the infiltration head <NUM> comprises an alternative infiltration tube <NUM> which differs from the previously discussed infiltration tube <NUM> in that a slotted tube section <NUM> is provided between the first axial position and the second axial position.

Said slotted tube section <NUM> comprises a plurality of slots <NUM> extending through the circumferential wall <NUM> in the radial direction R. Said slots <NUM> are smaller in cross section than the apertures <NUM>. In other words, the flow area of each one of the slots <NUM> is smaller than the flow area of one of the apertures <NUM>. For example, the slots <NUM> may have a width of <NUM>,<NUM> millimeter and a length of <NUM> millimeter.

As is shown in <FIG> and <FIG>, the infiltration head <NUM> further differs from previously discussed infiltration head <NUM> in that it comprises instead of the previously discussed first deflector <NUM> an alternative first deflector <NUM> at the first axial position. Said alternative first deflector <NUM> differs from the previously discussed first deflector <NUM> in that the alternative first deflector <NUM> further comprises three pipes <NUM>. Each pipe <NUM> is arranged within a respective one of the through holes <NUM>. In other words, the pipes <NUM> extend through the through holes <NUM>. The pipes protrude from the alternative first deflector <NUM> towards the first end <NUM> of the infiltration tube <NUM>.

<FIG> shows a further alternative system <NUM> comprising a further alternative infiltration head <NUM> according to a further alternative embodiment of the present invention. The infiltration head <NUM> comprises a further alternative infiltration tube <NUM> which differs from the previously discussed infiltration tubes <NUM>, <NUM>, <NUM> in that a first slotted tube portion <NUM> is provided adjacent to the first end <NUM> and a second slotted tube portion <NUM> is provided adjacent to the second end <NUM>. The infiltration tube <NUM> comprises three apertures <NUM> at or near a first axial position along the central axis (not shown). The infiltration head <NUM> further comprises the deflector <NUM> with the through holes <NUM> and, optionally, the pipes <NUM> as described above at said second axial position.

<FIG> show a further alternative system <NUM> according to the present invention. The system <NUM> comprises an alternative fluid duct <NUM> and an alternative infiltration head <NUM> arranged within said fluid duct <NUM>.

The infiltration head <NUM> comprises an alternative infiltration tube <NUM> corresponding to the infiltration tube <NUM> as described above. In this embodiment, the filter assembly <NUM> comprises two first collars <NUM> supporting the first filter <NUM> and two second collars <NUM> supporting the second filter <NUM>. Said collars <NUM>, <NUM> are arranged between the fluid duct <NUM> and the first end <NUM> and the second end <NUM>, respectively, of the infiltration tube <NUM>. The collars <NUM>, <NUM> are arranged to create a water tight connection between the infiltration tube <NUM> and the fluid duct <NUM>. In other words, the water flow W through the fluid duct <NUM> is forced to flow through the infiltration tube <NUM>.

The fluid duct <NUM> comprises three through holes <NUM>. The through holes <NUM> extend through the fluid duct <NUM> in the radial direction R. The through holes <NUM> are in line with the apertures <NUM>. The through holes <NUM> have a larger diameter than the apertures <NUM>. The water flow W may thus be dispensed into the aquifer <NUM> via the apertures <NUM> and the through holes <NUM>.

Claim 1:
Infiltration head (<NUM>, <NUM>, <NUM>, <NUM>, <NUM>) for dispensing water into an aquifer (<NUM>), wherein the infiltration head (<NUM>, <NUM>, <NUM>, <NUM>, <NUM>) comprises an infiltration tube (<NUM>, <NUM>, <NUM>, <NUM>, <NUM>) having a first end (<NUM>) and a second end (<NUM>) and a central axis (A) extending in an axial direction (X) between said first end (<NUM>) and said second end (<NUM>), wherein the first end (<NUM>) is arranged for allowing a water flow (W) to enter the infiltration tube (<NUM>, <NUM>, <NUM>, <NUM>, <NUM>), wherein the infiltration tube (<NUM>, <NUM>, <NUM>, <NUM>, <NUM>) comprises a circumferential wall (<NUM>) extending circumferentially about the central axis (X) in a circumferential direction (C), wherein one or more apertures (<NUM>) are provided at an axial position between the first end (<NUM>) and the second end (<NUM>), wherein said one or more apertures (<NUM>) extend through said circumferential wall (<NUM>) in a radial direction (R) transverse to the central axis (X), characterized in that the infiltration head (<NUM>, <NUM>, <NUM>, <NUM>, <NUM>) further comprises a deflector (<NUM>, <NUM>, <NUM>) which is positioned within the infiltration tube (<NUM>, <NUM>, <NUM>, <NUM>, <NUM>) at or near the axial position of the one or more apertures (<NUM>), wherein the deflector (<NUM>, <NUM>, <NUM>) comprises a deflector body (<NUM>, <NUM>, <NUM>) having a deflection portion (<NUM>, <NUM>, <NUM>) which is configured for deflecting a flow direction of the water flow (W) from a first direction parallel or substantially parallel to the central axis (A) to a second direction towards the one or more apertures (<NUM>), wherein the deflection portion (<NUM>, <NUM>, <NUM>) is tapered towards the first end (<NUM>) of the infiltration tube (<NUM>, <NUM>, <NUM>, <NUM>, <NUM>).