AERIFICATION SYSTEM

Abstract

An aerification system for a first excavation below a ground surface. The first excavation includes a porous first layer of a mixture of cement and particulate material, and an overlaying water permeable second layer. The system includes a basin, and a pumping system configured for pumping a fluid back and forth between the first excavation and the basin. The pumping system includes an air lift pump and is configured to raise or lower a height level of the fluid within the permeable material of the first excavation by pumping the fluid to or from the first excavation.

Claims

1. An aerification system comprising: a porous first layer positioned below a ground surface comprising a mixture of cement and particulate material; and a water permeable second layer on top of the porous first layer delineating a first sub-system.

2. The aerification system according to claim 1, wherein the particulate material of the porous first layer comprises at least one of a particulate stone material, crushed stone, gravel, slag, ceramics, metal, glass, rubber tire aggregates, or any combination thereof.

3. The aerification system of claim 2, further comprising: a second sub-system; a first conduit having a first end and a second end, the first end of the first conduit coupled to the first sub-system; a second conduit having a first end and a second end, the first end of the second conduit coupled to the second sub-system; a basin; and a pumping system within the basin and coupled to the first and second conduits.

4. The aerification system of claim 3, wherein the pumping system comprises an air lift pump and the pumping system is configured to raise and lower a height level of the fluid of a respective sub-system by pumping the fluid to and from the first and second sub-systems.

5. The aerification system according to claim 3, wherein the pumping system operates at predetermined time intervals.

6. The aerification system according to claim 3, further comprising one or more controllable valves configured to control a flow of the fluid between the pumping system and the first and second sub-systems.

7. The aerification system according to claim 3, wherein the water permeable second layer comprises sand, soil, clay, or any combination thereof.

8. The aerification system according to claim 3, further comprising an impermeable layer of plastic or rubber membrane under the porous first layer.

9. The aerification system according to claim 3, wherein the basin is configured to store the fluid therein.

10. The aerification system according to claim 3, wherein the water permeable second layer comprises a rooting medium and the fluid is transported upwards through the rooting medium at least in part by capillary forces.

11. The aerification system according to claim 3, further comprising a waffle drain within the water permeable second layer, wherein the waffle drain is coupled to at least one of the first and second conduits.

12. An aerification system for a first excavation below a ground surface, the first excavation comprises a porous first layer of a mixture of cement and particulate material, and an overlaying water permeable second layer, the system comprising: a basin; and a pumping system configured for pumping a fluid back and forth between the first excavation and the basin, wherein the pumping system comprises an air lift pump and is configured to raise or lower a height level of the fluid within the permeable material of the first excavation by pumping the fluid to or from the first excavation.

13. The aerification system according to claim 12, wherein the pumping system is configured to operate at predetermined time intervals.

14. The aerification system according to claim 12, wherein the particulate material of the porous first layer comprises at least one of a particulate stone material, crushed stone, gravel, slag, ceramics, metal, glass, rubber tire aggregates, or any combination thereof.

15. The aerification system according to claim 12, further comprising one or more controllable valves configured to control a flow of the fluid between the first and second conduits.

16. The aerification system according to claim 12, wherein the basin is configured to store the fluid therein.

17. The aerification system according to claim 12, further comprising a waffle drain coupled to the pumping system.

18. A method for aerification of a first sub-system, the first sub-system comprising a porous first layer positioned below a ground surface comprising a mixture of cement and particulate material, and a water permeable second layer on top of the porous layer delineating the first sub-system, the method comprising: operating a basin having a pumping system that is in fluid communication with the first sub-system and a second sub-system via first and second conduits, respectively; coupling a first end of the first conduit to the first sub-system and coupling a first end of the second conduit to the second sub-system, wherein a second end of the first conduit and a second end of the second conduit are coupled to the pumping system, the pumping system comprising an air lift pump; and pumping the fluid back and forth between the first and second sub-systems using the pumping system as the fluid flows in a first operational mode from the first sub-system through the first conduit to the air lift pump where it is pumped to the second sub-system, and the fluid flows in a second operational mode from the second sub-system through the second conduit to the air lift pump where it is pumped to the first sub-system.

19. The method according to claim 18, wherein the particulate material of the porous first layer comprises at least one of a particulate stone material, crushed stone, gravel, slag, ceramics, metal, glass, rubber tire aggregates, or any combination thereof.

20. The method according to claim 18, wherein the pumping system is programmed to operate at predetermined time intervals.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0071] The above objects, as well as additional objects, features and advantages of the present invention, will be more fully appreciated by reference to the following illustrative and non-limiting detailed description of embodiments of the present invention, when taken in conjunction with the accompanying drawings, wherein:

[0072] FIGS. 1A-1C show a schematic overview of an aerification system in accordance with at least one embodiment of the present invention;

[0073] FIG. 2 shows schematic overviews of aerification sub-systems in accordance with at least one embodiment of the present invention;

[0074] FIG. 3 shows a cross-sectional side view of an area with a surface portion in accordance with one embodiment of the present invention;

[0075] FIGS. 4A and 4B show a diagram of fluid level in accordance with at least one embodiment of the present invention;

[0076] FIGS. 5A and 5B show a cross-sectional partial view of an aerification system in accordance with at least one embodiment of the present invention;

[0077] FIG. 6 shows a flow chart for providing an aerification system in accordance with yet another embodiment of the present invention;

[0078] As illustrated in the figures, some features such as the sub-systems, conduits, and water control basin are not to scale and are merely provided to illustrate the general structures of embodiments of the present invention. Like reference numerals refer to like elements throughout.

DETAILED DESCRIPTION

[0079] In the present detailed description, embodiments of the present invention will be discussed with the accompanying figures. It should be noted that this by no means limits the scope of the invention, which is also applicable in other circumstances for instance with other types or variants of methods for providing aerification systems or other types or variants of the aerification systems than the embodiments shown in the appended drawings. Further, that specific features are mentioned in connection to an embodiment of the invention does not mean that those components cannot be used to an advantage together with other embodiments of the invention.

[0080] The following description will use terms such as “top”, “bottom”, “inner”, “outer”, “side”, etc. These terms generally refer to the views and orientations as shown in the drawings. The terms are used for the reader's convenience only and shall not be limiting.

[0081] FIG. 1A illustrates one example of an aerification system 100 (which may be referred to as system or the system), comprising areas to be irrigated and aerified 2, 3 and a first 4 and a second 5 aerification sub-system (which may be referred to as sub-system or sub-systems) installed in a recess or excavated hole in the areas 2, 3. The areas 2,3 may be a large planted surface such as a lawn or a golf green or a tennis court etc. The sub-systems 4, 5 are installed in a compacted subgrade 110. Each sub-system further comprises a substantially water impermeable layer 6 such as a plastic sheet, rubber sheet, or any equivalent material or membrane installed on the subgrade 110 preventing water from exiting the excavated hole. The areas 2, 3 may be installed in the same subgrade 110 or in different subgrades 110 set apart from each other by a portion of land, lake, etc. Each sub-system further comprises a substantially water permeable layer 7 provided on top of the water impermeable layer 6. In this example the water permeable layer 7 is also the rooting medium where roots of vegetation or plants 700 such as grass can be planted. The roots of the plants thus would be located below the surface portion 8 of the areas 2, 3 and grow downwardly towards the water impermeable layer 6. The system 100 further comprises at least one conduit 9 arranged to fluidically connect the sub-systems 4, 5. The conduit 9 could be a pipe, tube, channel, or an excavated trough extended between the sub-systems 4, 5. The conduit 9 may be made of flexible or non-flexible materials.

[0082] The conduit 9 may be made of plastics e.g. polypropylene, polyvinyl chloride (PVC), chlorinated polyvinyl chloride (CPVC), high-density polyethylene (HDPE), PEX, any suitable resin such as acrylonitrile-butadiene-styrene (ABS), polybutylene, metal e.g. galvanized steel, rigid copper, flexible copper, cast iron, etc. The conduit 9 has preferably high chemical resistance and is durable against rotting, rust build-up, corrosion and collection of waste. The conduits 9 are suitable to handle cold and warm fluids within the standard operating temperature ranges of the conduits. The conduits 9 may also be provided with insulation layers (not shown) to help prevent freezing in the events of atmospheric temperature drop. The system 100 further comprises a pumping system 10 which is configured to pump water between the sub-systems 4, 5. The pumping system 10 may be any known suitable pumping system such as centrifugal pumping systems, air lift pumps, vacuum pumps, etc. to transfer water between the sub-systems 4, 5. In this example the pumping system 10 is arranged at the proximity of conduit 9, pumping water in and out 11 of the conduit 9 and in and out 12 of the sub-systems 4, 5. The pumping system 10 may be installed in the same recess in the subgrade 110 as the areas 2, 3 or in a separate recess or depression in the compact subgrade 10 or optionally in a remote area i.e. not in direct vicinity of the sub-systems or conduits. In this example the pumping system 10 may optionally be installed remotely from the conduit 9 and be coupled to conduit 9 by means of other conduits or pipe connections 90. The system 100 further comprises at least one valve 13, which may be arranged in the conduits or in the sub-systems depending on the applications. In this example two, two-way valves 13 are arranged in the conduit controlling the water inlet and outlet into and out of the sub-systems 4, 5. The valves can be periodically opened and closed. Additionally or alternatively the valves can be kept at either open or close states for predetermined periods of time or an extended periods of time e.g. to completely drain the sub-systems or soak/flood either or both sub-systems 4, 5 for a certain period of time. The valves could be controlled manually by a user of the system 100 or be fully or partially controlled automatically by a controller or a computer system. The valves may be optionally deactivated/bypassed in the fluidic system in circumstances such as system test or reparation. Number and types of valves included in the system depends on the intended use and may vary accordingly. The sub-systems can be fully operational without the requirement to install controllable valves. The plurality of valves 13, may operate in synchrony with the pumping system and other valves in the sub-systems 4, 5 or other valves and pumping systems installed in other compartments (not shown) of the system 100. Additionally or alternatively each valve 13 can be controlled individually. The valves 13 may allow the water volume pumped by the pumping system 10 fully or partially into the sub-systems 4, 5. It is therefore possible to temporarily store a certain volume of water in the conduits before transferring the water into the sub-systems. The valves 13 may be arranged in combination with flow sensors (not shown) to control the flow of water. This is advantageous e.g. to perform measurements of temperature, PH, chemical levels, fertilizer level, etc. of the water by sensing devices 14 arranged in the conduits 9. Additionally or alternatively, a heater or cooler system (not shown) may be installed in the conduits and based on the measurements of water temperature adjust the water temperature to the desired values. This way temperature of the root zone can be efficiently adjusted without exposing the roots to direct contact with hot/cold water pipes which may be damaging to the plant roots. The system 100 in this example further comprises a plurality of sensing devices 15 within the sub-systems 4, 5. Thus another degree of control is provided for the system 100 to accurately measure soil/sand/water and root zone parameters and accordingly adjust the pumping system 10 or valves 13. For example, the oxygen level in close proximity of the root zone can be continuously or periodically monitored and in case an undesirable level is detected by the sensing devices 15, a change in the pumping rate or pumping intervals can be applied to adjust the water flow into the sub-systems 4, 5. In a different example moisture sensors may detect the moisture level of the root zone or various parts of the sub-systems 4, 5 which in turn triggers water inlet into the sub-systems 4, 5. Returning back to the pumping system 10, a surprising advantage of controlled aerification of root zone is realized by the inventors which is achieved by pumping water back and forth into the sub-systems 4, 5 and in a controlled manner raising and lowering the water level in the sub-systems 4, 5. The action of changing the water level in the sub-systems 4, 5 periodically at regular intervals creates a gas exchange area (see e.g. FIG. 3) which not only provides the root zone with sufficient and optimal irrigation but also a continuous oxygenation of the roots. It should be noted that the water level in the sub-systems 4, 5 may be raised and lowered between a minimum water level and a maximum water level (see e.g. FIG. 4) with predetermined values set by the user of the system 100. Moving on, in FIG. 1B another example of the aerification system 200 is illustrated. In this embodiment, the system 200 further comprises a water/fluid control basin 16 (which may also be referred to as water basin or fluid basin) arranged to be in fluid communication with at least one of the sub-systems 4, 5. In this example the water basin 16 is connected via a conduit 19 to sub-system 4, and sub-system 4 is connected by conduit 9 to sub-system 5. In other words, subs-systems 4, 5 are in direct or indirect fluidic connection with the water basin 16. The water basin 16 is used to permanently or temporarily store water/fertilized water. The water basin 16 in this example is positioned in a separate recess in the subgrade 110 but it should be clear that the skilled person could contemplate positioning the water basin in any suitable location close or remote to the sub-systems 4, 5. Additionally or alternatively, the water basin may have an opening at an appropriate height level (not shown) in direct contact with one portion of the sub-systems 4, 5 e.g. in direct contact with the water permeable layer 7 of the sub-systems 4, 5. The connecting conduit 19 can be arranged to connected the water basin 16 to the sub-systems via e.g. an opening in the walls 21 of the sub-systems 4 or through an opening/hole in a bottom portion 22 of the subsystems 4 i.e. piercing through the water impermeable layer 6 and properly sealed to prevent accidental water leakage. In this example, the pumping system 10 of water basin 16 pumps water into the sub-system 4 and by means of controllable valves 13 the flow of water to sub-system 5 is adjusted. In a reverse action the pumping system 10 evacuates water from sub-system 5 at predetermined flow rates back to sub-system 4 and/or to the water basin 16. Similar to system 100, in system 200, various parameters of water and sub-systems are measured by deployed sensing devices 14, 15, 18 in the conduit 9, in the sub-systems 4, 5 or in the water basin 16. The water basin 16 in this example additionally comprises an opening with a lid 20 which may be an air-tight lid to seal the fluidic system and also allow access to the water basin 16 from the surface for e.g. system maintenance, reparation or rinsing actions. The water basin 16 may further comprise an injector device (not shown) or via additional pipes, access to reservoirs of fertilizers, nutrients, oxygen, etc. to add these resources directly to the water in the basin 16. The injector device e.g. may periodically or based on the measurement levels of oxygen or fertilizers maintain i.e. inject the desired levels of these elements in water. The water basin 16 may further comprise a heater/cooler system (not shown) similar to the heater/cooler system described for system 100, to adjust the water temperature in the basin 16 and eventually in the root zone. The water basin may further comprise a solar cell assembly (not shown) e.g. arranged on the lid 20 to power up equipment such as pumps, sensing devices, etc. in the water basin 16. The water basin 16 may be connected to a pond or natural water sources to receive water.

[0083] FIG. 1C illustrates yet another example of the aerification system 300 according to the invention. In the example both sub-systems 4, 5 are arranged to be connected to the water basin 16 via conduits 19. One advantage of this system 300 is that the volume of water transferred between the sub-systems 4, 5 which is to be temporarily stored can be significantly increased by managing the size of the basin, for example the basin 16 may be a 50 L, or preferably a 100 L, more preferably a 500 L or most preferably a 200 L barrel. Therefore, by installing the water basin in close proximity of the sub-systems continuous reliance on external water storage spaces in mitigated. Further, water circulation capacity of the system 300 is readily increased without the need for excessive piping and relying on many connecting conduits. This in turn makes the maintenance and reparation of the system 300 more cost-efficient. Further, multiple sub-systems can be arranged to be connected to the same water basin 16. In this example the water is pumped by the pumping system 10 of the water basin 16 in and out of the subsystems 4, 5. For instance, all water capacity of the basin can be pumped into one sub-system, can be divided in certain percentages between the sub-systems or can be fully or partially transferred between the sub-systems via the water basin 16. Similar to the water basin 16 in system 200, the water basin 16 in this example also includes a variety of sensing devices 18, manual or automatic controllable valves 17, heater/cooler devices, and injector devices.

[0084] In FIG. 2 a schematic illustration of an aerification sub-system is provided. In this example similar sub-systems to sub-systems 4 and 5 will be explained in two alternative constructional/structural examples namely sub-system 201 and sub-system 202. In sub-system 201, as explained so far in the description of embodiments there is a substantially water impermeable first layer 6 installed on the subgrade 110 and covering the bottom portion of the recess and the walls of the sub-system 201. A substantially water permeable second layer 7 is installed on top of layer 6. The layer 7 can be sand, soil, combination ratios of sandy soil, any construction aggregate material such as particulate stone, crushed stone, gravel, slag, ceramics, plastics, metal, glass, clay or the like. In this example the roots of the plants are arranged in the second layer 7 below the surface portion 8 of the area 2, 3. Layer 7 allows water to pass through the openings and gaps between the loosely compacted particles of the aggregates and reach the planted roots. The water level in the second layer 7 is raised and lowered by the pumping system pumping water in and out of the area in predetermined intervals.

[0085] Each sub-system 201 optionally comprises a drain pine 24 situated below the water impermeable layer 6 to ensure the subgrade 110 could be drained properly in case of e.g. heavy rainfall or excess amount of ground water accumulation in the subgrade. The subgrade 110 may comprise a plurality of drain pipes 24 distributed anywhere within the subgrade 110. Therefore, any accumulation of water in the surface level could be avoided by draining the excess water through the drain pipes 24 e.g. to the water storage spaces or alternatively to the water control basin 16 of the sub-system or to another sub-system directly via a conduit or to a water control basin 16 of another sub-system. This way the water from heavy rainfalls or melted snow can be gathered, introduced to the system and recycled effectively. However, pipe 24 is mainly to drain water from the subsoil below the sub-system in case of and existence of spring water, which is water that moves in soils by capillary action or ground pressure into soils with more pore spaces. However, this is rarely a problem as the system takes care of all rain and water from above.

[0086] In yet another example the sub-systems could comprise more than two layers for example three layers stacked on top of each other as shown in sub-system 202 in FIG. 2. In this example the sub-system 202 comprises a water impermeable first layer 6 installed in the recess and on the compacted subgrade 110. Subsequently, the first layer 6 is overlaid with a porous second layer 23 installed on top of the first layer 6. The porous layer 23 could be for example is a mixture comprising cement and particulate material such as Capillary Concrete™ Using Capillary Concrete™ as the second layer in the installation of the sub-systems provides a structurally strong construction while offering the unique feature of porosity in the second layer which allows for the water to flow through. Therefore, by controlling the moisture level in the porous second layer 23 the moisture level in the third layer 7 which is directly installed on the second layer 23 can be controlled since water would be transported from the porous second layer 23 to the third layer by means of capillary forces. Additionally, by raising and lowering the water level in the second layer 23 the water level in the third layer can be changed leading to the advantageous aerification of the root zone.

[0087] The aerification system 100, 200, 300 according to the invention can be employed in hydroponic growth of large areas of planted surfaces such as sport arenas and golf greens. Even though hydroponic plant growing and hydroponic systems are per se known and are widely used to grow plants in an improved growth environment, they have never been used to create a gas exchange zone in the root zone of plant delivering both optimal irrigation and aerification of large areas of planted surfaces such as golf green, lawn, sport arenas, etc. However, it has been realized by the present inventor that not only hydroponic approaches can be used in aerification and plant growth in large turf grass it provides new and unexpected advantages and possibilities.

[0088] The present inventor has realized that growing turf grass on a large area in materials such as sand or sandy soil with low capability of retaining nutrients (e.g. K+, NH4+, Ca2+), or moisture, also known as materials with low Cation-Exchange Capacity (CEC) and raising and lowering the water level periodically creates a gas exchange zone, and an efficient irrigation and aerification is achieved for a large area of golf green.

[0089] Particularly the inventor has realized that Capillary Concrete™ also as an inert material with negligible CEC provides a surprisingly advantageous and financially viable layer to store water, oxygen and distribute such resources quickly and uniformly underneath the hydroponic growth bed e.g. sand or soil placed on top, delivering nutritious water to the root zone and promoting controlled and optimal aerification in the root zone. Further, it is a known problem that over time, organic matter like decaying roots and grass stems under the green's surface become too thick and begin to behave like a sponge, holding water at the surface after rain or irrigation. This inhibits root growth and reduces oxygen levels in the soil which can cause turf decay and even death. By employing hydroponic Capillary Concrete™, or as it may be referred to as the CapConics aerification systems, longer lifespan of soil/sand profiles can be achieved due to less accumulation of organic matter on the surface and due to the strength of Capillary Concrete™ as the base material. Also the CapConics system can be readily installed on almost any subbase with faster establishment of turf. Further, automatic fertigation can be achieved with complete control over water and soil chemistry and nutrient levels delivered to the root zone. Even more, the CapConics growth system oxygenates the root zone regularly, creates a strong root system and accordingly significantly reduces the need for physical aerification solutions such as core aeration by drilling holes in the turf grass which is inconvenient, creates further recurring costs and is undesirable by the golfers.

[0090] FIG. 3 illustrates a cross-sectional partial side view of a portion 30 of the area under the surface 8 where the water level is changed by pumping the water in and out of the portion 30. Portion 30 may be referred to as the soil matrix or as water retention curve. The vertical axis 30a illustrates the tension or the profile depth of the rooting medium e.g. sand or soil and the horizontal axis 30b shows the available pore space or pore volume in rooting medium. Water level 31 can be raised fully up to the surface 8 filling the whole portion 30 or it can be drained completely. In this example the water level 31 is arranged to partially fill the portion 30. The water level 31 may have a minimum level 34 and a maximum level 35. Thus, changing i.e. raising and lowering of the water level occurs between these two height levels and results in creating a gas exchange zone 33, where by raising the water level to 35 roots are efficiently irrigated and by lowering the water level to 34 more air 32 is drawn into the portion 30 from the surface and optimal oxygenation of the roots is achieved. Referring to FIGS. 4A and 4B, a conventional water usage of surface-irrigate turf grass is illustrated in the dashed line 41 in a water height level (L) over time (T) diagram. Turf grass does not typically use more than 4 mm of water per day (24 hours) which is exchanged to air via soil pores due to evapotranspiration. However, as shown in FIG. 4A due to evapotranspiration the gas exchange capacity 42 of the surface-irrigated surface is rather small and falls short in providing adequate oxygenation of the root zone leading to root decay and probable death. However, by the inventive concept of hydroponic CapConics system water level under the surface can be periodically altered in rising 43 and lowering 44 intervals providing optimal irrigation and oxygenation or gas exchange to the root zone. For example, each cycle of water level changing may drain i.e. transfer between the sub-systems at least 10 mm, or at least 20 mm or at least 12.5 mm of water in the exchange zone 33 in e.g. 2-hour intervals 45 facilitating oxygen entry 46 and carbon dioxide exit 47 to and from the root zone. Additionally or alternatively, the water changing level cycle may transfer at most 10 mm, or at most 12.5 mm or at most 20 mm of water between the sub-systems. The water level is preferably changed between a predetermined maximum height level 40a and a predetermined minimum height level 40b. the predetermined maximum 40a and minimum 40b values may be set by a user of the system or be extrapolated from the gather irrigation data from previous turf grass maintenance plans saved in a database or based on environmental fluctuations such as air humidity and temperature. The predetermined values may be static values or dynamically adjusted during the operation of the system. A cycle of changing water level could be the time period it takes to raise and lower the water level in one sub-system one time or could be the time period for two successive rising 43 and lowering 44 intervals or any other combination of raising and lowering intervals which could readily be configured depending on the intended use.

[0091] Further, as seen in FIG. 4B the total volume of water in the sub-system can also be tailored depending on the intended use or weather conditions. For example, a maximum water volume can be increased from a first peak maximum level 48 to a second peak maximum level 49 in case of dry weather conditions and need for increase in overall moisture level in the system. According to the invention by draining e.g. 12.5 mm of water in each cycle for 20 cycles in a 24-hour time period in equal interval a total amount of 250 mm water can be transferred between the sub-systems continuously irrigating the root zone without exchange to the pores by evapotranspiration as in conventional surface-irrigated systems.

[0092] In FIG. 5A another example of the aerification system 500 according to the invention is illustrated. A partial overview of the sub-systems 4, 5 connected to each other through conduits 51 and 52 via a water control basin 16 is shown. In this example the maximum surface area is 64 m.sup.2, however the system can be adjusted for various sizes and areas. In this example the rooting medium 7, has a 5-10% Volumetric Water Content at 20-30 cm (3 kPa) tension, is made of sand with a particle size of 0.1-2.0 mm, Saturated Hydraulic Conductivity of minimum 200 mm/h, without any organic material or amendments, and pore volume of 35-55%.

[0093] In this example conduit 51 is connected to sub-system 5 via a bottom portion 53 of the water impermeable layer 6. A through hole or opening (not shown) in the bottom portion 53 can be arranged to receive the conduit 51 and be sealed properly to prevent leakage in the connection port. The conduit 51 may have a diameter of 50 mm. Conduit 52 may be similar to conduit 51 in dimensions and is connected to sub-system 4 via the same arrangement (not shown) described for conduit 51. Additionally or alternatively more than one conduit e.g. a plurality of conduits may be connected to sub-systems 4 and 5 via the bottom portions, or the walls of the sub-systems. The conduits 51 and 52 are also connected to the water basin 16. Even though in this example the connection of the conduits is illustrated in the bottom portion of the water basin 16, conduits having rectangular cross-sections and conduit 51 creating a triangular space between the sub-systems 4, 5 and the water basin 16, it should be appreciated that conduits may be connected to the water basin at any other portion, appropriate height and with any other geometrical shapes and layouts suitable for the piping system. The two sub-systems 4, 5 are separated in the tee area 54 by a water impermeable liner 55 e.g. a plastic or rubber layer preventing water to pass through the vertical walls between the sub-systems 4, 5. The sub-system 4, 5 may be optionally provided with waffle-drain layers (not shown) arranged on top of the water impermeable layer 6 to direct water easily from the center of the areas to the outer perimeters of the areas.

[0094] The sub-systems 4, 5 may have the same footprint (i.e. equally large) or occupy different area sizes. In this example, sub-systems 4, 5 are two sections of the same area divided into two equally large sections in the tee area. In this example the water basin 16 is filled with water via an inlet 56 and a water fill valve 57 connected to an external pumping system (not shown) or a water storage space. In this example, the aerification system 500 further comprises two air lift pumping systems 58, 59 arranged inside the water basin 16. The advantage of installing air lift pumps 58, 59 in the water basin 16 is that this way there is no mechanical part include in the pumping of water between the sub-systems 4, 5 and therefore a cost-effective and reliable pumping system is utilized without requiring extensive reparation and maintenance. Another advantage is that the air lift pumps provide excellent oxygenation of the water, increasing the dissolved oxygen levels of the water circulated in the system. The air lift pumps may have 640 Liter/h minimum capacity and is run by an air pump which may have 30-100 Watt output power. The conduits 51 and 52 in this example have an external portion 51a, 52a located outside the water basin 16 e.g. installed in the compacted subgrade 110. The internal portions 51b, 52b of the conduits 51, 52 in this example are located inside the water basin 16 and are provided with the air lift pumps 58, 59 and controllable valves 60. The valves 60 may be manual or automatically powered valves. The internal portions 51b, 52b are connected e.g. via a shared conduit 61 which may be in turn connected to other pipes such as a riser pipe 62. Either or both of internal portions 51b, 52b may be connected to a bio-filter 63 such as a Trichoderma bio-filter 63 in this example. In this example the internal portion 51b is connected to a riser pipe 64 via the air lift pump 59. The riser pipe 64 is provided with openings 65 which expose the pumped water to the bio-filter 63 and filter out microbial pathogens or organic contaminants from circulating water. The air lift pumps 58, 59 mix water with air bubbles and cause the bubble-mixed water to rise in the pipes e.g. in the riser pipes 62, 64 due to reduced density compared to the higher layers of unmixed water in the pipes. Therefore, a simple water circulation system is achieved which can transfer water from sub-system 4 to sub-system 5 via the water control basin 16. Further, a highly oxygenated water mixture is provided for the root zone.

[0095] The water level in the water basin could be in continuous change based on the consumption of the system 500. The water basin 16 is further provided with sensing devices 66 to measure the water level, temperature, PH, chemical levels, oxygen level, etc. for instance, the water level may be at a low value 73, passive value 74 e.g. when the pumps 58, 59 are turned off or high value 75 in case of excess water in the system 500. If the water level is detected to be low 73, fresh water from a water storage space or other sub-systems may be introduced to the water basin 16 through the inlet 56. When the water level is in the passive level 74 and air valve 67 may be used to balance the amount of water in sub-systems 4 and 5. At high water levels 75, the water basin 16 may be drained via a drain conduit 68 having an inlet 71 in fluidic communication with the water in the water basin 16 and simply drain the excess levels of water by a vacuum pump (not shown) or gravity in the direction shown by arrow 711 through an excess water exit outlet 69. The water exit outlet 69 may be controlled by valves. The water exit outlet may be used to completely drain the basin 16 e.g. for rinsing or maintenance purposes through a flush valve 72. The valves in the conduits and in the basin may be two-way valves 57, 60, 72 or one-way valves 70. In this example the one-way valve 70 allows water entry in the direction of arrow 76 from the basin to the pump 58, the internal portion 52b, and the external portion 52a to provide water for sub-system 4. Water from sub-system 4 can be transferred in and out of the basin as shown by arrow 77. The air lift pump 58 then pumps up the water from sub-system 4 via pipe 62 and shared pipe 61 shown by arrow 78 and internal portion of conduit 51b to sub-system 5. The water from sub-system 5 can also be transferred in and out of the water basin 16 as shown by arrow 79. Accordingly, the water level in sub-systems 4 and 5 can be raised and sunk to promote oxygenation of the root zone below the surface. It should be noted that the geometry and size of the pipes or conduits or the water basin is not a critical factor in proper operation of the aerification system 500 and can be adjusted for the intended use. For instance, the pipes may have a diameter of 2, 4, 8, 14, 15, 18 inches or similar.

[0096] FIG. 5B illustrates yet another example of the aerification system 600 according to the invention. In the system 600 the sub-systems are provided with the additional porous second layer 23 Capillary Concrete™ The irrigation and aerification advantages described in FIG. 5A for system 500 by adjusting the water level and raise and lower intervals by means of air lift pumps 58 and 59 are also similarly achieved in the system 600. In this example the rooting medium 7 is arranged on top of Capillary Concrete™. Capillary Concrete™ may be a ready-mix layer with the thickness of 5 cm, and designed to have a minimum hydraulic conductivity K=10000 mm/h, with total void pore volume more than 20%. In this and other examples the water impervious layer may be a 1 mm-thick EPDM Pond liner, also covering side walls to the surface and sub-systems. Optional waffle plastic structure drain tiles (not shown), 150 mm wide, and 30 mm high may be connected to the 50 mm pipe 51, 52. In this example the sub-systems can withstand machinery for maintenance equivalent to triplex mower with minimum 650 kg weight and have the ability to handle more than 200 golfers per day. Minimum drainage 30 mm per 24 hours in the finished profile with grass established can be achieved and the system has the ability to drain 10 mm in 30 min from field capacity as well as supply water from below at 30 cm depth of min 10 mm/h.

[0097] FIG. 5C illustrates yet another example of the aerification system 700, according to the invention. This example is different from the systems 500 and 600 in FIGS. 5A-B, in that the air valve 67 has been removed and another riser pipe 611 is added to be in fluid communication with conduit 61. Further the inlet 56 and the water fill valve 57 has been directed to the riser pipe 611 which renders the air valve 67 unnecessary and improves the reliability of the system. Also the one-way back-flow valve 70 has been removed in this example and replaced by an opening allowing water to flow in both directions 80.

[0098] This example is particularly advantageous in order to make sure that the system 700 fills both sections 4, 5 in case of a power failure or air pump failure of some kind. By arranging the water supply inlet 56 and fill valve 57 directed to the section 5, via the new raiser pipe 611 (see arrows 81), this section 5 can be filled first, subsequently when that pipe 611 overflows, it fills the basin 16. The riser pipe 611 is arranged slightly lower than when the fill valve 57 shuts off, and lower than the overflow drainage pipe 71.

[0099] By removing the back flow valve 70 the function that the section 4 cannot have more water than the basin 16 can be achieved. This is to ensure that e.g. if in an occasion the pumps 58, 59 stop just after filling section 4 and then a heavy rain arrives the section 4 does not overflow and the water is transferred back to the basin 16, a precaution leading to removal of valve 70 in this example. In this case, the section 4 would not have higher water table than the overflow valve 72, same as section 5.

[0100] FIG. 6 illustrates a flow chart describing a method for providing an aerification system in accordance with an embodiment of the present invention. At step 101 at least a first and a second aerification sub-systems 4, 5 being in fluidic communication with one or more areas to be aerified, are provided. In the next step 103 at least one conduit 9 arranged to fluidically connect the first sub-system 4 to the second sub-system 5 is provided. A pumping system 10 for pumping a fluid back and forth between the first sub-system 4 and the second sub-system 5 is provided in step 105. In step 107 the fluid from the first sub-system 4 by the pumping system 10 via the at least one conduit 9 is at least partly transferred to the second sub-system 5. In step 109 the fluid from the second sub-system 5 by the pumping system 10 via the at least one conduit 9 is at least partly transferred to the first sub-system 4. In step 111 raising and lowering a height level of the fluid in the first and second sub-systems 4, 5 and consequently enabling a gas exchange below the surface portion 8 is performed. The transfer of fluid or water between the sub-system 4 and sub-system 5 is iterated periodically and in certain intervals in steps 112 and 113 ensuring continuous circulation of water between the sub-systems and change of water level accordingly.

[0101] The invention has now been described with reference to specific embodiments. However, several variations of the aerification system are feasible. For example, several aerification systems according to the invention may be installed over a large area, connected through a network of conduits and where all of them are controlled and monitored from the same location. Further, the aerification system may be fully automatic based on input from sensing devices or it may be fully manual, e.g. the water may be added and removed manually to/from the water control basin, or there may be no flow control on the transferred water thus eliminating the need to install controllable valves and realize even more cost-effective systems depending on the particular situation and needs. Such and other obvious modifications must be considered to be within the scope of the present invention, as it is defined by the appended claims. It should be noted that the above-mentioned embodiments illustrate rather than limit the invention, and that those skilled in the art will be able to design many alternative embodiments without departing from the scope of the appended claims. In the claims, any reference signs placed between parentheses shall not be construed as limiting to the claim. The word “comprising” does not exclude the presence of other elements or steps than those listed in the claim. The word “a” or “an” preceding an element does not exclude the presence of a plurality of such elements.