METHOD AND SYSTEM FOR IRRIGATION OF AREAS AFFECTED BY ARIDITY

Abstract: The invention addresses a method and system for irrigation of areas affected by aridity. The invention is based on restoration of the energy balance (energothasis) of each unit area (square meter, are, hectare, square kilometer, etc.) by utilizing imported external energy (electric transmission lines, diesel generators, solar energy and/or wind energy) to increase the energy intensity of the unit area concerned. The imported energy will be stored in ice or low-temperature soil produced by artificial cooling, creating an artificial temperature gradient within the unit area concerned and resulting in condensation of water from the air and elevation of groundwater towards the cold layer.

Description: METHOD AND SYSTEM FOR IRRIGATION OF AREAS AFFECTED BY ARIDITY The present invention addresses a "Method and system for irrigation of areas affected by aridity" . The laws of thermodynamics governing the temperature differences between hot and cold concern basic physical phenomena, and they are widely used in practical applications. In geophysics, however, practical applications are rarer, and research is only now getting underway in regard to technologies for controlling the adverse effects of permafrost or annual freezing of the soil, e.g. on building construction in arctic regions. There are also applications where oil pipelines or houses are constructed on piles filled with liquid of high thermal conductivity thereby preventing the transfer of heat from the building into the permafrost. Established technologies exist for creating artificial heat and cold, i.e. heat pumps and their various specific applications. In Finland, heat pump technology is used in house heating, for refrigerating ice rinks and, regarding geophysical applications, for drying golf greens where equipment based on the same technology is operated in the opposite direction. The present invention is aimed at establishing a novel method and system for irrigation of areas affected by aridity. This aim is achieved by the present invention, the specific characteristics of which are presented in the appended patent claims. In brief, the invention is based on the novel and ingenious idea of creating in soil an artificial temperature gradient whereby a layer of frozen or cool soil is formed. The energy required for cooling can be either imported via electric power lines or produced by diesel compressors. Conventional and familiar technology for energy production is available both in Finland and abroad. Exploitation of the waste heat generated is possible by means of the serial evaporation technology recently introduced in Finland (Tampella). In addition to conventional energy technologies, emerging solar and wind energy production methods are applicable as sources of energy provided that the power generated from these sources is sufficient for cooling or for maintenance of the required temperature gradient. The invention is explained below by means of an example of a preferable application by reference to the appended diagram (Figure 1/2) illustrating schematically the principle of operation of a method and system based on the invention. Natural environments where freezing and cooling technology (also known as kirsi technology) based on the invention can be utilized must have two primary sources of water, atmospheric water vapour for condensation and the groundwater, and must in addition meet the following requirements: * The humidity of the air must be sufficient to allow water condensation as a result of the temperature gradient created by cooling of a deep soil layer or, as the case may be, the top soil; diurnal changes in air humidity will be taken into account. * The location must be in the desert zone or in an arid or semiarid region or in a region otherwise affected by aridity; a factor common to all such areas is a fall in groundwater level so that plant rhizomes or the natural capillarity of the soil are no longer able to make the groundwater available to vegetation. SYSTEM STRUCTURE Working from the premises presented above, a system can be constructed, based on a method described below, for irrigation of arid regions (a generic concept encompassing all the above- mentioned areas) and for production of new vegetation (biomass). The method is based on restoration of the energy balance (energothasis) of each unit area (square metre, are, hectare, square kilometre, etc. ) by utilizing imported external energy (electric transmission lines, diesel generators, solar energy and/or wind energy) to increase the energy intensity of the unit area concerned. The imported energy will be stored in ice or low-temperature soil produced by artificial cooling, creating an artificial temperature gradient within the unit area concerned and resulting in condensation of water from the air and elevation of groundwater towards the cold layer. Utilization (forestation and agriculture) of the unit area concerned can then be gradually initiated by means of established soil improvement methods (i.a. desalination) and fertilization techniques (i.a. use of oxidized waste produced by composting). FUNCTION OF THE SYSTEM The function of the system comprises two distinct phases, with a functional first phase being a prerequisite for the second phase: Phase 1 The estimated duration of the first phase will depend on the cyclicity of the biosphere of the unit area concerned and on the available cooling capacity. A pipe system (e.g. weldable piping 45 mm in diameter and containing glycerol or a salt solution as the heat transfer liquid) akin to that used for refrigerating ice rinks will be buried in the ground at a depth of 1 to 2 metres and used to remove heat from the soil. With use of heat exchangers, the extracted heat can be utilized by conducting the output energy into serial evaporation equipment (distillation) which, in turn, can be used to distil sea water for supplementary irrigation or to remove from groundwater salts and other substances that may be harmful to plant cultivation. Starting of the system may require fresh water which may be imported to the area or obtained by making use of any rain season in the unit area concerned. The system can be started up without importation of supplementary water or nutrient components in regions where air humidity is sufficient (e.g. over 80 %) to enable water to condense in the soil between the frozen layer and the soil surface. Water can be stored in underground and above-ground water recovery equipment. The energy management of the cooling process can also be rendered more effective by means of existing technology and substances, such as biofilm or construction of soil layers with improved water retention properties above the cooled layer. Improved water retention can be achieved i.a. with horticultural peat, vermiculite or special substances such as terracottem, a product developed and patented in Belgium. Even the use of mechanical shading, e.g. solar panels, is an option for reducing the cooling requirement in analogy with the shading effect of normal vegetation. When a cold layer has been created in the soil by means of artificial cooling, the layer starts to condense water vapour from the air according to established laws of thermodynamics. According to the very same thermodynamic phenomenon, sustained cooling also prevents excessive evaporation of water caused by wind and solar radiation. The cold layer attracts water vapour like a magnet attracts iron filings, creating a favourable environment for an actively growing microbial flora. Natural mechanisms enable this microbial flora to bind oxygen, water and energy for subsequent utilization of the soil layer. The collection of the condensed water can be made efficient by means of established water recovery methods. Water rise phenomenon below the cooled layer: Concurrently, melting caused by geothermal heat gets underway on the lower surface of the artificially frozen soil layer. This is a well-known annual phenomenon in arctic regions. The melting rate of the lower surface of the frozen soil layer will be controlled by means of energy obtained from external sources. The frozen soil layer will obtain additional water from the air in the form of condensed water vapour. The melting is allowed to continue in a controlled fashion until the flow reaches the aquifer. The capillarity phenomenon of the soil can be availed of if the groundwater is less than nine metres below ground level, since the upper limit for physical rise of the water is about nine metres. In case the groundwater has fallen below nine metres, water movement caused by temperature gradients can be utilized in combination with other technologies, for instance, by drilling holes in the ground to facilitate the rise of water. Even conventional pump technology can be used to elevate the fallen groundwater level sufficiently to allow utilization of the capillarity phenomenon or condensation of water from the air. Even the layer below the cooled soil layer will obtain a microbial system of its own in order to establish and subsequently maintain a water retention capacity. The flow of water containing oxidized waste can also be regulated by various mechanical and structural means. The first phase is characterized by a so-called learning curve phenomenon as a result of which, after several operational cycles, ever smaller inputs of external energy, water and biological waste are required, since the microbial systems of the treated soil layers become independent as the energy intensity of the unit area concerned approaches the limit of normal water retention capacity. At this stage the preconditions exist for the second phase without any artificial irrigation system. Phase 2 When the first-phase microbial floras and a moist connection to the aquifer are in shape, second-phase activities can be initiated in the area. Water- and nitrogen-binding plants and initially even artificial root systems can then be planted in the soil; or silt or other similar substance with good water conduction properties can be used to construct vertical 'pipelines' in the soil to enhance capillarity. The technique to be used will be chosen according to soil type and other factors that affect the evaporation rate. If the groundwater in the area is salty, or there is sea water nearby, even plants known to be able to utilize salt water can be used. If the groundwater is salty and the use of plants growing on salt water is excluded, maintenance of the frozen soil layer will be continued in the second phase because of the salinity of the rising groundwater. Additional water will have to be collected with water recovery equipment and by means of a biologically oxidized nutrient component, that is, by adding oxidized, imported nitrogenous and other such nutrient fluids or solids to the soil. The nutrient components and the amount of water also depend on the application. Actual additional input of fresh water will not be required since the rate of water rise based on capillarity and the water retention capacity of the microbial flora has to be sufficient at this stage. The frozen soil layer shall be so constructed that, in the second phase when the groundwater rises by means of restored capillarity, the rising water, e.g. in conditions of insufficient atmospheric humidity but sufficient groundwater, is with the help of various structural solutions able to penetrate the still-intact frozen soil layer which also functions as a desalination filter. The rising groundwater freezes on the lower surface and evaporates from the upper surface. In areas where salts dissolved in the groundwater do not present a problem, the porosity of the frozen soil layer will be secured either by means of thermally isolated artificial rhizomes or with holes that are kept open by the thermal energy released in the freezing process. In case the biologically more complex plants are unable to thrive at this stage, it will be necessary to return to the first phase of operation and to raise the energy intensity per unit area by increasing the size of the microbial flora and by enhancing the water retention capacity of the lower layer of soil treatment. EXPANSION OF THE SYSTEM In connection with the technical implementation, the system can be expanded horizontally by constructing blocs of definite area that utilize the same local sources of energy and any serial evaporation equipment for water distillation. When the unit area concerned no longer requires artificial cooling, the pipe system will be left in the ground but its heat transfer substance will be removed. Should the need arise, the ready- fitted pipe system can be used again later on. Solar energy equipment and wind energy and other established or novel sources of energy can be availed of in the system once the energy outputs from these sources become sufficient. PRINCIPLE OF THE KIRSI PUMP The functionality of the method and system can be tested and the empirical energy consumption values in relation to water movements calculated by means of equipment presented in Figure 2/2.

Claims: Patent Claims 1. A cold technology-based irrigation and/or fertilization system characterized in that the soil is refrigerated by using a pipe system buried in the ground, or other corresponding equipment, to conduct into or circulate in the soil a cooled liquid medium in order to establish a sub-surface cold, i.e. cooled or frozen, layer of soil, and in that, after refrigeration, the said cold layer of soil is maintained by means of an additional input of liquid medium to lower the temperature of the soil layer above the said cold layer of soil and to bind the moisture condensing from the air in the soil layer above the said cold layer of soil. 2. An irrigation and/or fertilization system according to patent claim 1, characterized in that the said cold layer of soil is allowed to melt on its lower surface during the maintenance of the cooled or frozen layer of soil after refrigeration, and in that any liquid medium the melted from the said cold layer of soil is replaced by an additional input of liquid medium. 3. An irrigation and/or fertilization system according to patent claims 1 and/or 2, characterized in that the cooled liquid medium is selected from among the following: water, preferably fresh water; liquid fertilizer; waste water. 4. An irrigation and/or fertilization system according to one of patent claims 1 to 3, characterized in that the additional input of refrigerated liquid medium is selected from among the following: water, preferably fresh water; liquid fertilizer; waste water. 5. An irrigation and/or fertilization system according to one of patent claims 1 to , characterized in that the said cold layer of soil is maintained by conducting into it or into the soil layer above it an additional input of liquid medium. 6. An irrigation and/or fertilization system according to one of patent claims 1 to 5, characterized in that geothermal energy is utilized to melt the lower surface of the said cold layer Of soil, and in that additional input of liquid medium 5 is continued until the water melted from the said cold, preferably frozen, layer of soil reaches the groundwater. 7. An irrigation and/or fertilization system according to one of patent claims 1 to 6, characterized in that a liquid lo connection is established in two phases in the soil between the top layers of the soil and the groundwater, with the two- phase establishment of a liquid connection comprising: in the first phase i establishment of the said cold, preferably frozen, layer s of soil • maintenance of the said frozen layer of soil in order to bind moisture and to establish a microbial flora in the soil layer above it and in the second phase o i use of water melted from the frozen layer of soil to establish a liquid connection between the microbial flora and the groundwater. 8. An irrigation and/or fertilization system according to one 5 of patent claims 1 to 7, characterized in that, in addition to utilization of geothermal energy, essentially all additional energy requirement is satisfied by solar energy. 9. An irrigation and fertilization system according to one of patent claims 1 to θ, characterized in that, after melting of the said frozen layer of soil, capillarity, either natural or one artificially established in the soil, is utilized to continuously maintain a moisture and energy balance in essentially the entire soil mass above the groundwater.

Inventors: AUVINEN HEIKKI, AUVINEN, HEIKKI
Applicants: AUVINEN HEIKKI, AUVINEN, HEIKKI
Application year: 1995
Main classification: A01G25
IPC codes: A01G25, E03B3