Method of forming water reservoir on piedmont plains
SUBSTANCE: invention relates to the field of ecology, environment protection and rational nature management and can be used for purification of river water, climate regulation in drought and also contributes to creation of a reserve of fresh water for the economic and social needs of the population. The essence of the technical solution is that the water reservoirs with the depth of 2.5-3 m, the width of 120-150 m, the length of 250-280 m, the surface area of water of 3-3.5 ha are formed in interstream areas on the river banks at a distance of 150-200 m from the mainstream. The water reservoirs are connected to the river bed by input and take-out channels. At the bottom of the water reservoirs the zeolite-containing clay - irlites are placed with the layer of 10-15 cm.
EFFECT: method enables to reduce the level of pollution of river waters, to create optimal climatic conditions for human living, flora and fauna, the sustainable development of coastal ecosystems and the whole lowland interfluvial landscapes, while simultaneously providing reserve of ecologically clean fresh water for domestic, household and other needs of the population.
The invention relates to the field of ecology ,environmental protection and rational nature management and can be used for purification of river water, climate regulation during drought periods, contributes to the creation of a supply of fresh water for household, domestic and other needs of the population, and may also find application in the drainage and irrigation events.
Known a technique in which the shape of the distribution channel with level control of the upstream and taps in irrigation canals and waste channel at the end of the irrigation system (A.S. 1212383 published 23.02.1986 year).
However, the known method is intended for irrigation in greenhouses with a certain concentration of the nutrient solution, which complicates the method.
There is also known a method in which the form of irrigation and drainage systems, including swimming pools-drives connected (patent No. 2163068 published 18.06.1998,, IPC A01G 25/06, EV 11/00),
The known method is mnohopocetnym and complicated as educated nodes of water treatment and purification with the irrigation network and the collector.
Known technical solution is the way where they create ponds supplied with irrigation channels (patent No. 2353088 published 27.04.2009, IPC A01G 25/00).
The disadvantage of this method is that the channels formed by the slope. With the mA irrigation system is complex, and irrigation water for irrigation is only served after heating. The technical solution for the implementation of the known method is complicated, and supplied water through the ponds is not cleared.
The technical result is a simplification of the method with simultaneous purification of water.
The technical solution of the declared object is that reservoir depth of 2.5-3 m, a width of 120-150 m, length 250-280 m, the surface area of water in 3-3,5 ha form (rivers) on the banks of rivers at a distance of 150-200 m from the main channel and is connected to a channel input and drainage channels, and at the bottom of the reservoirs have a zeolite-containing clay - ility layer 10-15 cm
The method is as follows. In times of drought the presence of such reservoirs is necessary because of lack of moisture affects the vegetation, organisms and whole ecosystems. At a distance of 150-200 m from the mainstream dig the pits for reservoir depth of 2.5-3 m, a width of 120-150 m, length 250-280 m, the surface area of water in 3-3,5 hectares During the spring spill through abstracted from the river channels water enters the reservoir and filling through abstracted from the reservoir channels is returned to the river downstream approximately 2 km from the water intake. Thanks erlitou to cover the bottom, water in the reservoir is actively cleared.
Parameters depth of 2.5-3 m about snowny fact, that depth is more than 3 m will lead to stagnation of water in the deep parts of the reservoir and, consequently, to its rapid siltation and eutrophication, and at a depth less than 2 m there is a danger of drying up reservoirs, eutrophication and the eutrophication of the coastal zone during the shallow water in the hot season. The size of the reservoir width 150-280 m, length 250-280 and water surface area 3-3,5 ha provide a sufficiently powerful evaporation and hydration of atmospheric air in a radius of tens of miles on the winds. Reservoir smaller will be less effective at its intended purpose - water purification and climate regulation. Reservoir with large size creates additional difficulties for the construction, maintenance and support of the optimal environmental conditions. Thus, with increasing size of the reservoir will decrease the rate of water exchange and, consequently, activates the process of eutrophication. An area of more than 3-3,5 ha in the scarcity of fertile land, also does not meet the principles of environmental management.
Distance from shore is not less than 150 m is optimal for the preservation of floodplains and coastal areas from destruction and additional lateral erosion and not more than 200 m in order to more rapid filling and active water circulation by reducing the lengths of the inlet and outlet channels./p>
The bottom of each reservoir fill zeolite-clay - islaami layer of 10-15 cm, which are a sorbent for purification of water. Layer erlitou provides clean water from a variety of heavy metals, radionuclides, surfactants and other industrial pollutants in the river water flows.
Reservoir regulate the humidity of the atmospheric air, are the supply of fresh water for irrigation and other domestic purposes, and also clean the water from the physical, chemical and bacterial contamination.
At a distance of 150-200 m from the riverbed creates an artificial topography Cup-shaped form with course along with the deepening of 2.5-3 m, a width of 120-150 m and a length of 250-280 m, total area of 3-3,5 ha
Vicopisano clay and alluvial material is lifted and strengthened the shore. The reservoir is connected with the river channel two channels, held in 1 km upstream and 1 km downstream from the newly created reservoir. During floods through the upper inlet reservoir is filled with water and then through the lower outlet channel water returns to the river. The reservoir remains full of simultaneously running.
Erlitou floor bottom provides clean water through sorption properties, and the mirror of water in times of drought regulate moisture the content in the atmospheric air and the soil. The reservoir is also a reserve of fresh water for irrigation and other household needs of the population.
Proposed the formation of these reservoirs on the river banks of the first and second orders, in particular the tributaries of the Terek river within the foothills of the inclined plain.
Example 1. On the banks of the river Escandon on the Piedmont plain of the Western part of North Ossetia - Alania is formed by flowing water reservoir 150 m from the main channel, the depth of 2.5 m, length 250, width 120 m erlitou plated in 10 cm is Assigned to meet business needs in an ecologically clean water and regulating humidity of the coastal zone.
Example 2. On the right Bank of the river uruh at the Northern edge of the foothills sloping plain on the territory of the Kabardino-Balkarian Republic is formed by the flowing reservoir 200 m from the main channel reaches a depth of 3 m, a length of 280 m, width 150 m erlitou plated in 15 cm In order to balance the humidity of the atmospheric air in the hot period of time and meet economic needs in clean water.
Example 3. On the right Bank of the river Canbelieve in the foothills of the Eastern part of North Ossetia - Alania is formed flowing reservoir depth of 3 m, a length of 280 m, width 150 m erlitou coating the bottom 15 cm, primarily used for purification of river water from chemicalsociety, coming from the production tank OJSC "Electrozinc" - "Dog wash".
Therefore, the generated reservoir at the foothill plains facilitate purification of river water, the preservation of optimal climatic conditions zhizneobitanija humans, flora and fauna, sustainable development of coastal ecosystems and a generally flat interfluvial landscapes, at the same time serve as storehouses of fresh water for household, domestic and other needs of the population.
The method of forming reservoirs in the Piedmont plain, characterized in that the reservoir depth of 2.5-3 m, a width of 120-150 m, length 250-280 m, water surface area of 3-3,5 hectares forming rivers on the banks of rivers at a distance of 150-200 m from the main channel, connected to the channel input and drainage channels, and at the bottom of the reservoirs have a zeolite-containing clay - ility layer 10-15 cm
SUBSTANCE: in the method, damage is evaluated from absence of trees and shrubs at the bottom of a valley and the presence of native old-age tree strata on upper-lying slopes. Later - from the presence, at the bottom of the valley, of even-age, young trees and shrubs, and subsequently, with aging thereof, - from the numerical dominance of trees in the old age group over any other age group; and from the presence of mass damage to the bark and woody tissue on trunks of trees growing on the foot of the slop of the valley. The width of the zone of damage of the valley is measured from the distance between peripheral damaged trees on the cross-section of the valley; the height of damage on the valley sides is measured from the top level of damages on tree trunks. The date of the disaster is determined using the formula: n=n2-n1, where: n is the number of annual rings which corresponds to the number of years since the valley was damaged by the mudslide; n2 is the number of annual rings on a radius passing through undamaged parts of the tree trunk; n1 is the number of annual rings on a radius passing through the damaged area of the tree trunk.
EFFECT: method simplifies evaluation of hazardous natural phenomena when monitoring areas for construction and forming agricultural ecosystems in recreation.
SUBSTANCE: device includes an elastic cloth installed across the flow. The elastic cloth is made as meshed according to shape and size of the flow and is fixed to the frame. The frame is installed on a rotary crosspiece, which has a drive. At the same time the frame comprises a rotary axis parallel to the direction of the flow with the possibility of frame rotation with the elastic cloth perpendicularly to the direction of the flow and fixation of the frame in the necessary position. At the side part of the crosspiece there is a loading cart for removal of dirt.
EFFECT: increased quality of irrigating water treatment, simplified design and reduced energy intensity of treatment.
SUBSTANCE: device includes a manifold pipe having many holes made in its wall at a certain distance from each other, a suction pump, a suction pipe, one end of which is connected to the suction pump and an assembly of a suction head. The suction head assembly is connected to the other end of the suction pipe and is capable of moving in a sliding manner along the manifold pipe from one of its ends to the other. The suction head assembly includes a head section of the housing, which is spatially remote and connected to a rear section of the housing, which has a through axial hole interconnected with the suction pipe. Head and rear sections of the housing fill a considerable part of the manifold pipe during operation and form a suction zone between themselves of such length that at least one hole can be open at location of the suction head assembly at certain positions along the manifold pipe. The method is implemented by means of a device for removal of slurry and consists in installation at the bottom of a sediment tank or a pond of a manifold pipe, connection of the suction pump to one end of the suction pipe, connection of the suction head assembly to the other end of the suction pipe by means of a through axial hole in the rear section of the housing. After that, the suction head assembly is introduced into an open end of the manifold pipe. Besides, front and rear sections of the housing considerably fill the manifold pipe and form a suction zone between them of such length that at least one hole can be open in any position along the manifold pipe. The suction head assembly is moved through the through holes of the manifold pipe at subsequent passage of the working suction pump above holes in the manifold pipe wall.
EFFECT: improving slurry removal efficiency.
21 cl, 6 dwg
SUBSTANCE: method to raise a water level in small watercourses after dredging works includes erection of a retaining dam upon completion of dredging works. The main dam body is created from soil. At least one flexible concrete mat is arranged in the outer part of the dam. The height of dam is by 10÷80% less than the height of the dredged riverbed wall. The second version of the method includes erection of a cascade of retaining dam. The second dam of the cascade is erected by 0.1÷0.3 m below at the elevation from the sea level. To erect a retaining dam, dredging works are carried out in separate sections of the riverbed. The distance between sections is selected as equal to the width of the main dam body. Then the height of the main dam body is adjusted, and it is coated with a flexible concrete mat. The retaining dam comprises the main body. The outer part of the dam comprises at least one flexible protective mat. The flexible concrete mat comprises concrete blocks connected to each other row-by-row and within with a gap by flexible elements. The mat comprises an anti-suffosion element and/or elements for complete closure of gaps between all concrete blocks or between their part. The width of gaps between at least 75% of the blocks in the mat makes from 1 mm to 25 mm in the length of at least 80% of the dimensional length of blocks adjacent to each other. Concrete blocks have height from 50 mm to 350 mm.
EFFECT: raising water level in small watercourses after dredging works, simplified dam design, increased manufacturability of its creation, high extent of protection of a soil main body of the dam.
22 cl, 8 dwg
SUBSTANCE: method includes using a pulp from a water source bed for dam erection. At the same time to erect a dam they use pulp-filled tubes from semipermeable material of prismatic section, which are laid along the river bed. A sludge pond is arranged behind the dam. Coastal landscapes are recovered by cleaning of the water bed from anthropogenic bottom sediments, river water content increases, which protects against impact of high water and helps to develop a feed base for fishery. The method makes it possible to perform works regardless of landscape features. Degraded flood-plain lands gain stability, and it becomes possible to change them into a class of the ones suitable for agricultural activity.
EFFECT: protection of coasts and recovery of coastal landscapes of rivers.
FIELD: process engineering.
SUBSTANCE: proposed method comprises washout of sediments by water jets to carry fine fractions over by flow and strengthening waterway bottom by coarse fractions forming riprap. Velocities of washout and carryover sediments in continuous blow with stream are created by in-channel basin displacing in blow. Said in-channel basin is formed by device acting as water-retaining construction of variable geometry. Proposed method is implemented using the device composed of horizontal web with ballast arranged thereon connected with pressure web by ropes to make water passage there between and provided with balloons secured along said passage on said web and adjusted by filler. Opening of said passage is adjusted by moving web. The latter is secured by stabilising rings to ropes, pressure web and directly to balloon and horizontal web by ropes via said guide rings. Device displacement in blow direction id effected by varying balloon filler volume. Said balloon has inner rope diaphragm tightening it above central part and is installed on horizontal web at the point of fastening to control rope guys locating the device on waterway bed.
EFFECT: higher efficiency of washout.
4 cl, 8 dwg
SUBSTANCE: cable assembly includes a frame-lifting and swing winches with programmable winding of ropes onto drums rotated with angular speed, which is directly proportional to lengths of wound cables, blocks on the frame-lifting boom of the suction dredge and life ropes with roller carriages arranged on canal shores in parallel to its longitudinal axis. The device is also equipped with a follower cable, branches of which via blocks on the frame of the snapper and the frame-lifting boom of the suction dredge are connected to the frame-lifting winch arranged in the form of two drums arranged on one shaft synchronised with a reversible programmable drive, and are fixed to life cables perpendicularly to the longitudinal axis of the canal with the help of roller carriages. Roller carriages are equipped with fixators, with which roller carriages of swing winches are also equipped.
EFFECT: by control of snapper position in a canal section in connection with suction dredge displacement along the canal axis, the specified curvilinear underwater cross section of the canal is formed, which corresponds to the stable bed of the canal, and production of works is simplified.
SUBSTANCE: road 5 is cleaned for vehicles. Temporary weird 9 is arranged upstream of pond source to retain inflowing water. Then, water is drained from pond via flat gate of gatewell 3 or by siphon piping 10. As water level decreases and for uniform laying of ice 11 on silt 12 nearby bank, through saw cuts 13 are made on ice 11 by chainsaw depending on water depth. Note here that saw cut length equals 1 m and spacing between saw cuts varies from 5.0 to 10.0 m, distance ℓ from bank makes where H is water depth, δ is ice thickness, while α is bank slope. Water drained from pond, ice 11 is uniformly laid on slit 12. Then, slit 12 of sapropel is excavated. Cleaning is started from pond source top 8. Chainsaw is used to cut ice lumps. Mechanical shovel 14 loads slit on dump-truck to deliver on platform for it to be frozen-defrosted.
EFFECT: higher efficiency of cleaning.
2 cl, 4 dwg
SUBSTANCE: method includes erection of bulkhead structures 4 with discharge openings 5 at river bed 1. At that water is accumulated in ponds and water reservoirs at level higher than location of bulkhead structures 4 by opening of discharge openings 5 in structures 4. Bulkhead structures 4 are created by ice-cakes freezing in winter period in pits 3 made in silty areas 2 in autumn. Space under ice-cake serves as discharge opening 5. At that ice-cake 4 cis shifted by water flow along the stream until it thrusts into soil and rises at bottom height. Ice-cake 4 creates water accumulation in volume and water head down-stream. At areas where river made meanders pit 3 is made with entry to side of river bed straightening with calculation of intense flow channel closure by ice-cake 4 towards old river bed. Straightened section will create cut-off meander 7.
EFFECT: method allows recovery of natural river bed, preservation of ichthyofauna and reduce consumption of resources.
SUBSTANCE: method of ice crust formation includes development of a dam across a river and arrangement of ice holes above the dam along the river flow. The dam is made in a narrow area of the river with erosion-resistant shores by means of stakes driving-in across the river channel. In winter an ice hole is arranged, and straw, ice pieces, stones wrapped into polyethylene film are laid under ice to create a dam. Arriving water floods shores and forms ice crust.
EFFECT: invention makes it possible to reduce material intensity and to simplify process of structure erection.
SUBSTANCE: invention relates to ecology and soil science. The method of assessment of degradation degree of industrial landscape in chemical contamination provides the analytical determination of the total number of the chemical pollutant element, the quantity of chemical pollutant element being in the mobile form in soil of the industrial landscape, and, separately, geographically conjugated unpolluted landscape. A procedure of assessment of pollution of the landscape is proposed, consisting of three stages: normalisation of industrial landscape pollution and geographically conjugated unpolluted landscape; determination of the ratio of pollution standard of industrial landscape and the pollution standard of geographically conjugated unpolluted landscape; determination of the degree of degradation of industrial landscape on the ratio of pollution standards under the proposed nonlinear scale of degradation degree of industrial landscape.
EFFECT: proposed method in practical use enables to improve the reliability of detection of degradation degree of industrial landscape in case of chemical pollution.
1 tbl, 1 ex
SUBSTANCE: weed plants are preliminarily mowed in discharge canal to water level and is left to dry. After drying reed and rush plants are selected. Selected plants are used as sorbent. Filtering cassette net of cassette-holding device is filled with sorbent. Sorbent-containing device is fixed in discharge canal bed in monolithic manner and drainage outflow is passed through it. Plant mowing and replacement of filtering cassette are carried out when rice plant passes from one vegetation stage into another.
EFFECT: invention makes it possible to improve reclamation state of soil and ecological situation on rice fields due to reduction of suffusion and removal of nutrients from soil.
2 cl, 2 dwg, 2 tbl
SUBSTANCE: device comprises a supply 1 and a transit 2 channels, coupled with a water-receiving chamber, a draining pipeline with a flat gate in its inlet part and a dirt-collecting lattice 9. At the inlet of the water-receiving chamber there is a wall face. The wall face is made on top with a hollow pipe 8, having air outlet holes 10, connected by flexible hoses 12 with perforated tubes 13, separated on a garbage protection device in the form of the lattice 9. Perforated pipes are fixed on the lattice 9 at the side of the flat gate that closes the inlet hole of the draining pipeline. Perforated pipes 13 are connected to a source of compressed air supplied momentarily with a compressor 14, connected with a time relay 16, along an air duct 15 into a hollow pipe 8.
EFFECT: increased efficiency of operation of a device on channels with high inclinations and prevented clogging of a lattice.
3 cl, 4 dwg
SUBSTANCE: proportionate water separator includes a supply channel 1 and a drain channel 2, where an elastic partition 3 is installed, equipped along the external contour with a rigid belt in the form of a movable shell 4, fixed on top to a flow divider in the form of a vertical plate 5 as capable of interaction with it along the drain channel axis. The bottom of the drain channel is coupled with the bottom of the supply channel in the form of a drop. The supply channel is coupled with a distribution chamber 6 expanded in plan of rectangular cross section. The distribution chamber 6 by its other end is installed on top onto boards of the drain channel in the form of a cantilever part with a gap in a coupling unit relative to the bottom of the drain channel and with coverage of the upper part of the throughput section to the specified channel. On the opposite wall of the drain channel board there is a vertical wall 7 of the chamber 6 fixed rigidly. The bottom of the distribution chamber 6 is equipped with a board - a threshold 9 in front of a vertical plate 5, facing the flow with reverse inclination. The flow divider is made as composite of the vertical plate 5 with a central hole installed on the horizontal axis, a movable shell 4, capable of horizontal-reciprocal displacement along the axis of the drain channel within the limits of the working position along width of the cantilever part of the chamber. At the same time the ratio of the length to the width of the board - the threshold makes at least 1 with the angle of inclination 10…15° relative to the bottom of the distribution chamber.
EFFECT: higher efficiency of water separation by reduction of forces for displacement and control of speed structure of a flow in a water separation zone.
SUBSTANCE: invention relates to the field of agriculture and land reclamation. The method includes division of sloping areas to at least two levels, performing the preparatory works associated with digging and displacement the soil to create the limited amounts on the areas of different levels. And on the sloping and divided to sections areas the diking is made with the creation of the reservoir for moisture collection located upward the irrigated areas. Then in spring period of thawing of soil to the depth of 0.5-0.8 height of topsoil the water is released from the reservoir into the lower irrigated diked areas with its uniform distribution on the irrigated areas. The moisture collection in the reservoirs located at a higher level is carried out throughout the year with use of underwater channels and trays made in the soil.
EFFECT: method provides long-term conservation of water and physical soil properties when used effectively.
2 cl, 3 dwg
SUBSTANCE: water meter comprises a measuring device made by crosspieces in the form of beams 1. At the ends of the beams 1 there are frames 2 fixed in the form of a spillway with belts inside, having a form of a shield of a metering spillway with a thin wall 3, and the height of the shield is equal to the height of cut in a rift 7. Frames are fixed to crosspieces at diametrically opposite sides. Beams 1 by means of an axis of rotation 4 installed on boards of a canal, are connected to a reduction gear 5 with a metering device 6. Frames are attached to ends of beams along a generatrix relative to rotation of its axis along a longitudinal cut of the rift in vertical and circular direction along the flow. In the middle and lower part of a spillway rift 7 there is a washing window 8 with a spring loaded plate 9 with a visor 12, arranged as bent to the bottom of the canal.
EFFECT: invention provides for the possibility to measure water flow in narrow canals between their streamlined walls.
2 cl, 6 dwg
SUBSTANCE: structure comprises a chamber placed between a supply channel 1 and a drain channel, and the bottom of the chamber is arranged below the bottom of the supply channel at the elevation of the drain channel bottom. The chamber is divided into galleries with a wall 3, parallel to the axis of the drain channel, with a horizontal shelf with a visor in the upper part, directed towards the supply channel. The bottom of the supply channel is made with a slant at the sharp angle to the horizon. In the end of the supply channel 1 there is a vertical wall 9 installed, as well as a jet-directing system. The jet-directing system is made in the form of vertical longitudinal walls 10, ends of which are aligned along the bottom of the inclined section parallel to each other and at the angle 10-15° to the axis of the closed gallery. The walls of the bottom of the inclined section under a separating shelf are arranged with reducing height. In the end of the separating shelf there is a vertical plate installed with a gap to the bottom of the drain channel with a hinged joint 13 and with a spring, which is connected to the separating shelf. A protective visor 15 is fixed to the side wall of the gallery above the horizontal separating shelf.
EFFECT: higher efficiency in operation due to reduced water head upstream a unit with wave structure of a flow.
5 cl, 4 dwg
SUBSTANCE: water discharge - a water flow stabiliser comprises a supply (3) and a transit (4) channels, a control gate and a bottom water-receiving gallery (1), having a water-receiving hole (7) in the upper part, and this hole is covered with a vibration grid (8), and in the bottom part there is a separating wall (9), coupled with the bottom of the transit channel. The bottom water-receiving gallery is connected with a discharge pipe (5) by means of a water discharge hole. The water discharge - the water flow stabiliser is also equipped with a jet-directing system in the form of separating plates (13) curvilinear in cross section, which are installed oppositely to the supply channel into galleries into a row, aligned in series along the length of the gallery hole. The upper edges of the plates are attached at the bottom to the grid, the ends of the rods (10) of which are bent down and rest against the separating wall, coupled with the bottom of the transit channel with the possibility to create self-excited oscillations of the grid. The gallery is arranged with permanent height along its entire length and a bottom (2) arranged as inclined. The gallery is divided along the length into sections with a transverse ledge (14) and a flat plate (15), attached by the base of the ledge and the edge of the plate at the bottom to the separating wall with partial coverage along the height of the throughput section of the gallery with gaps to the bottom of the gallery. The gallery of the bottom is equipped with a concave transverse plate (16) between the ledge and the flat plate in the form of a zigzag-shaped water conduit that narrows along the length of the gallery towards its end part.
EFFECT: increased efficiency of operation by stabilisation of water discharge water flow due to change of hydraulic resistances with wave structure of a flow and efficient cleaning of water from drifts and debris.
2 cl, 4 dwg
SUBSTANCE: water discharge comprises a supply channel 1, a transit one 2, between which a trench 3 is arranged, a side drain water conduit 6 and a shield 11 with a drive. The water discharge is also equipped with a jet-forming element 4, which is installed on the bottom of the trench and is arranged according to the shape of the cross section of the supply channel in the form of a tray capable of turning towards the supply channel. The lower end of the tray is fixed on the bottom hingedly, and the upper one is coupled at the bottom with a lever mechanism 7 capable of vertical displacement relative to the drain water discharge arranged on boards of the transit channel 2.
EFFECT: higher efficiency and reliability of operation under conditions of variable water level in a channel.
2 cl, 4 dwg
SUBSTANCE: invention relates to flooding of worked out peatlands in the restoration of peat bogs. The method is carried out in the autumn-winter period with the establishment of a stable average daily air temperature below the freezing point of water with use of ice blocks made in the form of polyhedra. Near the available source of fresh water the blocks of ice are produced. Then the blocks manufactured using the vehicle are moved to the mapped areas of worked out peatlands and put in few layers in the structure in the form of a polyhedron. At that at each mapped area of worked out peatlands, depending on the area of the site one or more structures from blocks of ice are erected.
EFFECT: increased level of fire safety in the areas of worked out peatlands, reduced level of the risk of emergencies and improved overall environmental situation around the worked out peatlands.
SUBSTANCE: device comprises a housing, a porous measuring plate which pores are filled with water, a flexible screen with sensors which are electrically connected to the display device. The novelty is that the lateral inner surface of the housing is provided with microcells hydraulically interconnected and filled with polyacrylamide.
EFFECT: possibility of measuring the dynamic action on the soil of rain with the addition of polyacrylamide, due to the presence of microcells filled with polyacrylamide.