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Coupling system of surface water-saving irrigation and low-pressure underground pipe network recharge and supplementary mining in over-exploitation area

An underground pipe network and coupling system technology, applied in watering devices, filtration circuits, separation methods, etc., can solve the problems of not considering the development and utilization of recharged water, waste of water, and reduce filtration efficiency, so as to improve water resources utilization efficiency, The effect of increasing soil moisture content and improving recharge efficiency

Active Publication Date: 2021-11-12
UNIV OF JINAN
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The natural infiltration of the channel cannot be adjusted manually according to the water volume. The flood season causes water waste. When the water level drops during the non-flood season, the normal operation of the device cannot be guaranteed, and the filter device placed at the bottom of the river will occupy the river area, affect the water flow, and cause sediment deposition. When the filter screen is blocked, the filter efficiency will be reduced.
This device is only aimed at groundwater recharge, ignoring the impact of surface irrigation on groundwater. Surface flooding will cause pollutants such as pesticides and fertilizers to leaching into groundwater, leading to serious ecological problems such as groundwater pollution, and does not consider the development and utilization of recharge water.

Method used

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  • Coupling system of surface water-saving irrigation and low-pressure underground pipe network recharge and supplementary mining in over-exploitation area
  • Coupling system of surface water-saving irrigation and low-pressure underground pipe network recharge and supplementary mining in over-exploitation area
  • Coupling system of surface water-saving irrigation and low-pressure underground pipe network recharge and supplementary mining in over-exploitation area

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0034] A coupling system for surface water-saving irrigation and low-pressure underground pipe network recharge and supplementary mining in overexploitation areas, which gets rid of the limitation of ditches for water diversion, avoids the engineering quantity and land occupation caused by excavating ditches, and adopts the form of pumping to make water intake More convenient and flexible. It includes water source 1, filter pool 11, underground pipe network, surface drip irrigation 2 and groundwater replenishment.

[0035] The filter tank 11, the water inlet end of the filter tank 11 is connected to the water source 1 through the first centrifugal pump 25 and the first delivery pipeline 26;

[0036] The underground pipe network includes a plurality of interconnected underground water filter pipes 20 arranged in a criss-cross pattern, one end of the underground water filter pipe 20 is connected to the filter tank through the water collection pipe 19, and the other end is connec...

Embodiment 2

[0107] A coupling system for surface water-saving irrigation and low-pressure underground pipe network recharge and supplementary mining in an overexploitation area, the structure and composition of which are the same as those in Embodiment 1.

[0108] In the present embodiment, the filter pool 11 is 5m long, 5m wide, and 3m high, the water level height of the buffer water distribution area 13 is 2m, the height of the filter material 15 is 0.4m, and the thickness of the supporting layer 16 is 0.1m. The height of the space 17 is 0.5m.

[0109] Its aperture d 0 = 3d 50 , hole spacing L 0 = 1.2d 0 , where d 0 is the hole diameter, L 0 is the hole spacing, d 50 It is the maximum particle diameter when the sieved weight of rock and soil samples at the location of the underground water filter pipe is accumulated to 50%. Filter material 15 particle size D 50 =7d 50 ', where D 50 In the particle composition of the filter material sieved sample, the cumulative sieve weight is...

Embodiment 3

[0122] A coupling system for surface water-saving irrigation and low-pressure underground pipe network recharge and supplementary mining in an overexploitation area, the structure and composition of which are the same as those in Embodiment 1.

[0123] In the present embodiment, filter tank 11 is long 6m, wide 6m, and height is among 3m, and the water level height of buffer water distribution area 13 is 2m, and the height of filter material 15 is 0.4m, and the thickness of supporting layer 16 is 0.1m, flooding The height of the space 17 is 0.5m. Circular filter hole 22 diameter d0 = 5d50, hole spacing L0 = 1.5d0, where d0 is the diameter of the circular hole, L0 is the spacing between the circular holes, and d50 is the accumulated weight of the rock and soil samples at the position of the filter pipe when the sieving weight is 50%. Maximum particle diameter. Filter material 15 particle size D50=8d50, where D50 is the maximum particle diameter of 50% of the sieved weight accum...

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Abstract

The invention provides a coupled system for water-saving irrigation on the surface of an over-exploitation area and recharge and supplementary mining of a low-pressure underground pipe network. A coupled system for surface water-saving irrigation in overexploitation areas and low-pressure underground pipe network recharge and supplementary mining, including: a water source, a filter tank, and the water inlet end of the filter tank is connected to the water source through a first centrifugal pump and a first delivery pipeline; the underground pipe network, It includes a plurality of interconnected underground water filter pipes arranged in a criss-cross pattern. One end of the underground water filter pipe is connected to the filter tank through the water collection pipe, and the other end is connected to the grit chamber; the surface drip irrigation includes the head hub, drip irrigation belt and drip irrigation head. One end of the head hub is connected At the water outlet end of the filter tank, the other end of the head hub is connected to multiple main pipes arranged in rows, connected to the main pipe and arranged in a row with multiple sub-main pipes, the drip irrigation belt is connected to the sub-main pipes, and drip irrigation heads are arranged on the drip irrigation belt; groundwater replenishment , including the production well, is transported to the drip irrigation belt through the second centrifugal pump and the water transmission and distribution pipeline.

Description

technical field [0001] The utility model relates to a coupling system for water-saving irrigation on the surface of an overexploitation area and recharge and recharge of a low-pressure underground pipe network, which belongs to the technical field of groundwater artificial recharge. Background technique [0002] Managed Aquifer Recharge——Managed Aquifer Recharge, referred to as MAR, is to recharge water into the aquifer under controllable conditions. The purpose is to re-exploit or protect the aquifer after a period of time. One of the measures. Aiming at environmental geological problems such as groundwater overexploitation and underground funnels in northern China, aquifer recharge measures such as ground water seepage and well injection recharge were proposed. However, although the ground water infiltration method has low investment and good effect, it occupies a large area; well water injection has high recharge efficiency, but it is prone to clogging problems. [0003...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): A01G25/02B01D36/02B01D36/04
CPCA01G25/02B01D36/02B01D36/04
Inventor 王维平孟钰婕曲士松李文良刘振赵伟东徐巧艺
Owner UNIV OF JINAN
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