CN113216324B - Integrated infiltration water intake system - Google Patents

Integrated infiltration water intake system Download PDF

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Publication number
CN113216324B
CN113216324B CN202110475871.9A CN202110475871A CN113216324B CN 113216324 B CN113216324 B CN 113216324B CN 202110475871 A CN202110475871 A CN 202110475871A CN 113216324 B CN113216324 B CN 113216324B
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water
taking
well
backflushing
valve
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CN113216324A (en
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陈桦
吕鸣
王奕潮
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Chongqing Hongyuan Seepage Water Intake Technology Co ltd
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Chongqing Hongyuan Seepage Water Intake Technology Co ltd
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Publication of CN113216324A publication Critical patent/CN113216324A/en
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    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B3/00Methods or installations for obtaining or collecting drinking water or tap water
    • E03B3/06Methods or installations for obtaining or collecting drinking water or tap water from underground
    • E03B3/08Obtaining and confining water by means of wells
    • E03B3/10Obtaining and confining water by means of wells by means of pit wells
    • E03B3/11Obtaining and confining water by means of wells by means of pit wells in combination with tubes, e.g. perforated, extending horizontally, or upwardly inclined, exterior to the pits

Abstract

The invention provides an integrated percolation water taking system, which comprises a water delivery channel arranged in a river bed and a water taking well communicated with the water delivery channel; the water delivery channel is provided with a water taking valve for controlling the on-off of the water taking valve, the water delivery channel is connected with zero-energy backflushing pipes communicated with the interior of the water delivery channel, the zero-energy backflushing pipes are provided with backflushing control valves, the water inlet of each zero-energy backflushing pipe is communicated with an external backflushing water source, and the water level of the backflushing water source is higher than that of riverbed river water; the water intake well is provided with a turbidity meter for detecting the turbidity of water in the water intake well and a water level meter for detecting the water level in the water intake well. And when the turbidity value of the water in the water taking well is lower than the set value and the water level of the water taking well is lower than the set value, closing the water taking valve and opening the backflushing control valve to backflush the water taking filter, so that the clogging is removed and the water yield of the water taking well is increased. And the water taking system fully utilizes the height difference between a backflushing water source and river water to backflush the water taking filter without arranging a backflushing pump needing electricity, thereby having no electricity consumption, saving energy and protecting environment.

Description

Integrated infiltration water intake system
Technical Field
The invention belongs to the field of infiltration water taking, and particularly relates to an integrated infiltration water taking system.
Background
The river bed undercurrent is an underground flowing water body which is present in a natural sand-gravel aquifer of the river bed. The existing mode of taking water from a riverbed is to build a water delivery channel on a foundation layer or a water taking layer in a tunneling mode, and then communicate a plurality of water collecting chambers with percolation pore groups through the water delivery channel, so that percolating water in a sand and pebble layer is gathered and then is output from a water taking well. The water delivery channel built in the water taking layer has the functions of taking water, delivering water and storing water, and the water delivery channel with the water taking function is a water taking filter.
The turbidity is an important index for evaluating the water quality, the turbidity standard of the urban water quality is 1NTU, and is widened to 3NTU in special cases, but when a water taking filter is blocked, the water quality turbidity in a water taking well is reduced, but the water yield is correspondingly reduced, so that the water supply is insufficient.
In addition, the existing water taking technologies, such as percolation water taking technology, radiation well technology, infiltration canal water taking technology and the like, have linear distribution, and can not be completely provided with a water delivery channel according to the conditions of aquifer thickness development, plane distribution and the like.
Disclosure of Invention
The invention aims to solve the technical problems in the prior art, and aims to provide an integrated percolation water taking system to solve the technical problem of water outlet quantity reduction of a water taking well caused by blockage of a water taking filter.
In order to achieve the purpose, the invention adopts the following technical scheme: an integrated percolation water taking system comprises a water delivery channel arranged in a river bed and at least one water taking well communicated with the water delivery channel; the water delivery channel is completely or partially arranged in the aquifer, the water delivery channel is arranged in the aquifer, the water taking filter is partially or partially arranged in the aquifer, and two ends of the water delivery channel are positioned on the same side of the riverbed or positioned on two sides of the riverbed respectively; the water delivery channel is provided with a plurality of water taking valves for controlling the on-off of the water delivery channel, zero-energy backflushing pipes communicated with the interior of the water delivery channel are connected between two adjacent water taking valves on the water delivery channel, the zero-energy backflushing pipes are provided with backflushing control valves, the water inlet of the zero-energy backflushing pipes is communicated with an external backflushing water source, the water level of the backflushing water source is higher than that of river water in a river bed, and the backflushing water realizes the backflushing of the water taking filter of the water delivery channel by means of pressure difference; a turbidity meter for detecting the turbidity of the water in the water taking well and a water level meter for detecting the water level in the water taking well are arranged in at least one water taking well, the signal output ends of the turbidity meter and the water level meter are electrically connected with the signal input end of the controller, the water taking control end of the controller is electrically connected with the enabling end of the water taking valve, and the backflushing control end of the controller is electrically connected with the enabling end of the backflushing control valve; when the turbidity value of the water in the water taking well measured by the turbidity meter is lower than a set value and the water level of the water taking well measured by the water level meter is lower than the set value, the controller controls the water taking valve to be closed and the controller controls the backflushing control valve to be opened, so that the water taking filter is backflushed.
The water taking system can be used in places with aquifers, such as riverbeds, riverbeds or lake beds, the water delivery channel not only has the functions of storing and delivering water, but also has the function of taking water, the water taking filter of the water delivery channel is used for directly taking water in the aquifers, the system is simple in structure, and the water taking efficiency is high. The turbidity meter and the water level meter are arranged to facilitate real-time acquisition of the turbidity and the water level of water in the water taking well, and the water taking filter is backwashed according to conditions to remove clogging and improve the water yield of the water taking well. And the height difference between a backwashing water source and river water is fully utilized to back flush the water taking filter, a backwashing pump needing electricity is not needed, no electricity energy consumption is generated, and the device is energy-saving and environment-friendly.
In a preferred embodiment of the invention, the water intake valves are normally closed valves, the water intake valves are all connected with control pipelines, pressure sensors are arranged on the control pipelines, a water inlet of each control pipeline is connected with a water pump, and water output by the water pump is conveyed by the control pipelines and then is pumped to the water intake valves, so that the water intake valves are kept in an open state; the signal output end of the pressure sensor is electrically connected with the input end of the controller, and the pressurization control end of the controller is electrically connected with the enabling end of the water pump.
According to the technical scheme, the controller controls the water pump to be opened and closed to apply pressure to the control pipeline according to the working pressure range required by opening the water taking valve, when the water pressure of the control pipeline is close to the low working pressure value, the water pump is automatically opened to apply pipeline pressure, and when the water pressure of the control pipeline exceeds the high working pressure value, the water pump is automatically closed, so that the water pressure in the control pipeline is kept in a set value range, the jacking force of the valve core of the water taking valve is sufficient, the water taking valve is kept to be opened all the time, the flow channel of the water taking valve cannot be reduced, and the water yield of the water taking valve is not influenced.
In a preferred embodiment of the invention, the control pipeline is also provided with a check valve for preventing water in the control pipeline from flowing towards the water pump; the control pipeline is also communicated with a pressure relief branch pipe, and the pressure relief branch pipe is provided with a pressure relief valve for ensuring the safety of the control pipeline; the pressure relief valve is a manual pressure relief valve which can be opened manually, or the pressure relief valve is a control valve; when the pressure relief valve is a control valve, the discharge control end of the controller is electrically connected with the enabling end of the pressure relief valve.
In the technical scheme, the check valve is arranged to prevent the pressure of the valve core of the controlled valve from being reduced due to reverse flow. Through setting up the relief valve, when the water pressure of control pipeline was too high, the relief valve will open automatically, and the guarantee control pipeline does not damage because of the pressure is too high from this. The pressure relief valve not only can be a safety valve, but also can be used as a stop valve, and is an integrated valve.
In a preferred embodiment of the invention, the water intake valve is connected with the control pipeline through a pipeline connecting device, the pipeline connecting device comprises two pipe joints and a connecting hose for connecting the two pipe joints, the water intake valve and the control pipeline are respectively provided with a joint matched with the pipe joints, each pipe joint comprises a sleeve which can be sleeved outside the joint in a surrounding manner and is tightly occluded with the pipe joint, and a locking structure which is connected with the connecting hose and is used for fixing the sleeve and is hermetically connected with the sleeve, and the inner wall of the sleeve is occluded and connected with the outer wall of the joint by adopting a concave-convex structure; the locking structure has a locking state and an unlocking state, and when the locking structure is in the unlocking state, the sleeve can be radially inwardly tightened or radially outwardly loosened; when the sleeve is tightened radially inwards, the sleeve is tightly meshed with the joint; when the sleeve is released radially outwards, the sleeve is disconnected from the coupling and the coupling is able to move axially relative to the sleeve.
Among the above-mentioned technical scheme, the sleeve pipe can radially inwards tighten up or radially outwards relax, and when the sleeve pipe radially outwards loosened, inner space grow, and it can overlap outside the joint, makes the sleeve pipe radially inwards tighten up and connect closely interlock next to use locking structure fixed sleeve pipe, realize this coupling and the zonulae occludens of joint from this. To the great pipeline device of size, the mode of traditional screw thread needs swivel joint or pipeline device multiturn, and the operation is inconvenient, and this scheme adopts the mode of radial shrink enclasping, realizes connecting with the being connected of coupling, operates simplyr, is applicable to the inconvenient occasion of adoption screw thread mode. The two pipe joints are respectively arranged at the two ends of the hose and are respectively connected with the water taking valve and the joint of the control pipeline, so that the connection of two pipeline devices with a certain distance can be realized, and the problem of connection between the control pipeline of the percolation water taking process and the water taking valve is greatly solved.
In a preferred embodiment of the invention, the locking structure comprises a pipe body fixedly connected with the pipeline device, the pipe body extends outwards to form a connecting barrier edge, a buttress is arranged opposite to the connecting barrier edge, the buttress and the connecting barrier edge are detachably and fixedly connected through a fastener, the sleeve is positioned between the buttress and the connecting barrier edge, and two ends of the sleeve are respectively limited by the buttress and the connecting barrier edge; both ends of the outer wall of the sleeve are provided with chamfers, the connecting blocking edges are provided with first inclined planes matched with the chamfers, and the buttress is provided with second inclined planes matched with the chamfers.
Among the above-mentioned technical scheme, through operating the fastener, disconnection buttress keeps off the fixed connection on edge with being connected, alright make the buttress keep away from and connect and keep off the edge, removes the spacing to the sheathed tube, and the pipe of being convenient for radially inwards tightens up or radially outwards relaxs. After the sleeve is connected with the joint in an occlusion way, the buttress is fixedly connected with the connecting retaining edge by operating the fastener, and the sleeve is tightly pressed between the buttress and the connecting retaining edge; and the end surfaces at the two ends of the sleeve are matched with the buttresses and the connecting baffle edges by inclined planes, so that the axial and radial limitation of the sleeve can be realized simultaneously, and the locking effect is good.
In a preferred embodiment of the invention, the fastener comprises a screw rod which penetrates through the buttress and the connecting retaining edge, and a locking nut is connected to the screw rod in a threaded manner; or the fastener comprises a hook and a hanging ring which are matched, the hook is arranged on one of the buttress and the connecting baffle edge, and the hanging ring is arranged on the other buttress and the connecting baffle edge.
Among the above-mentioned technical scheme, screw rod and nut are standard component, and couple and link also are current conventional product, and are with low costs, easy operation, and use reliably.
In another preferred embodiment of the present invention, the sleeve is composed of at least two arc-shaped blocks arranged circumferentially, between two adjacent arc-shaped blocks, one of the arc-shaped blocks has a slot, and the other arc-shaped block has a gear shaping engaged with the slot, and the gear shaping can slide in the slot.
Among the above-mentioned technical scheme, cut apart the sleeve pipe into two at least arc pieces, in two adjacent arc pieces, make the gear shaping on one of them arc piece slide in the slot of another arc piece, alright make the sleeve pipe radially inwards tighten up or radially outwards relax, simple structure, convenient operation.
In another preferred embodiment of the invention, the water delivery channel is arranged in the riverbed in a bending way, two adjacent water taking filters are flexibly connected by adopting a corrugated pipe, and two ends of the corrugated pipe are fixedly connected with the two water taking filters respectively; still be equipped with the spacing unit who prevents bellows overstretching deformation between two adjacent water intaking filters, spacing unit is including establishing the fixed block on two water intaking filter inner walls respectively, all have the perforation that runs through the setting on the fixed block, it can be in the activity of perforation to have inserted a connecting rod and connecting rod jointly in the perforation of two fixed blocks, the both ends of connecting rod are located outside two fixed blocks respectively, the connecting rod is located and is connected with the locating part that prevents the connecting rod and break away from the fixed block on the outer tip of fixed block, certain distance has between locating part and the fixed block.
Among the above-mentioned technical scheme, two adjacent water intaking filter flexonics can be better satisfy the curve deformation requirement of water delivery passageway route design. The water delivery channel can be bent according to the conditions of aquifer thickness development, plane distribution and the like, the water delivery channel does not need to be built in a rock stratum, the effective length of laying the water taking filter is equivalently prolonged, and the water yield is increased; or on the premise of unchanging the water yield, the length of the water delivery channel is shortened, and the construction period is shortened. In addition, a water delivery channel is not constructed in the rock layer, the excavation depth of the water taking well can be reduced, the safety and quality risks of excavation of the water taking well are reduced, and the manufacturing cost and the construction period of the water taking well are reduced. The limiting unit is arranged to prevent the corrugated pipe from being damaged due to excessive stretching deformation, and the corrugated pipe is a safety protection measure. The connecting rod passes the perforation on the fixed block and connects two water intaking filters, and the tensile degree of rethread locating part restriction bellows makes the ripple structure can not take place excessive tensile deformation and produce the destruction.
In another preferred embodiment of the present invention, the connecting rod is a screw rod, and the limiting member is a nut in threaded connection with the screw rod; or the outer wall of the connecting rod is provided with an annular groove, and the limiting piece is an elastic retainer ring clamped in the annular groove; or the outer wall of the connecting rod is provided with a bulge, the limiting part is an annular space ring, and the inner wall of the annular space ring is provided with a groove which is matched with the bulge in a clamping manner.
In the technical scheme, the screw and the nut are standard parts, so that the cost is low; the elastic retainer ring is also a standard part, and the cost is low.
In another preferred embodiment of the invention, a water collecting well and a water pump set capable of pumping water in the water collecting well are sleeved in the water taking well, and a water level meter and a turbidity meter are arranged in the water collecting well; the side wall of the water taking well is provided with a water taking hole, and the side wall of the water collecting well is provided with a water inlet hole; the water outlet port of the water delivery channel is communicated with the water taking hole, the water taking hole is communicated with the water inlet hole through a connecting pipe, and a water taking valve is arranged on the connecting pipe between the water taking well and the water collecting well.
Among the above-mentioned technical scheme, set up a catchment well in the water intaking well, form dicyclo trepanning structure, supply water by the catchment well at ordinary times, no water in the water intaking well, when maintaining and repairing, close the water intaking valve outside the catchment well in the water intaking well, lower water intaking well inspection and change water intaking hole equipment do not influence the catchment well water supply, do not influence production and domestic water.
Additional aspects and advantages of the invention will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of the invention.
Drawings
The above and/or additional aspects and advantages of the present invention will become apparent and readily appreciated from the following description of the embodiments, taken in conjunction with the accompanying drawings of which:
fig. 1 is a schematic cross-sectional view of an integrated percolation water intake system according to a first embodiment.
Fig. 2 is a schematic top plan view of an integrated percolation water intake system according to a first embodiment.
Fig. 3 is a schematic top plan view of an integrated percolation water intake system according to the first embodiment.
Fig. 4 is a schematic top plan view of an integrated percolation water intake system according to a first embodiment.
Fig. 5 is a schematic sectional view of the connection of two adjacent water intake filters in the first embodiment.
Fig. 6 is a state diagram when two adjacent water intake filters are bent and deformed.
Fig. 7 is a schematic sectional view a-a in fig. 5.
Fig. 8 is a schematic top plan view of a water catchment well provided in the water intake well.
Fig. 9 is a schematic view of the connection between the water intake valve and the control pipeline in the first embodiment.
FIG. 10 is a schematic view of the connection of the water intake valve and the control line using a line connection.
Fig. 11 is a sectional view in length of the pipe joint assembly according to the first embodiment, showing the first structure in which the sleeve is disconnected from the joint.
Fig. 12 is a second cross-sectional view of the pipe joint assembly of the first embodiment taken along the length thereof, showing the sleeve engaged with the joint.
Fig. 13 is a schematic sectional view B-B of fig. 12.
Fig. 14 is a schematic cross-sectional view illustrating a drilling process for constructing a water transportation channel according to the second embodiment of the present application, wherein a water intake well is provided.
Fig. 15 is a schematic cross-sectional view of a water intake filter and a counterbore for constructing a water delivery passage according to the second embodiment of the present invention, and a water intake well is provided.
Reference numerals in the drawings of the specification include: the water delivery channel 100, the water intake filter 110, the corrugated pipe 120, the limiting unit 130, the fixing block 131, the perforation 1311, the connecting rod 132, the limiting piece 133, the water intake valve 140, the zero-energy backflushing pipe 150, the backflushing control valve 151, the water intake well 200, the water intake hole 201, the connecting pipe 202, the turbidity meter 204, the water level meter 205, the water collection well 210, the water intake hole 211, the water pumping set 220, the control pipeline 230, the water pump 231, the pressure sensor 232, the check valve 233, the pressure relief branch pipe 234, the pressure relief valve 235, the pipeline connecting device 240, the connecting hose 241, the pipe joint assembly 250, the joint 260, the clamping groove 261, the pipe joint 270, the sleeve 271, the clamping tooth 2711, the arc block 2712, the slot 27121, the inserted tooth 27122, the chamfer 2713, the locking structure 272, the pipe body 2721, the connecting edge 27211, the first inclined surface 27212, the buttress 2722, the second inclined surface 27221, the fastener 2723, the screw 27231, the locking nut 27232, the power equipment 300, the drill guide 310, the reaming equipment 400, The aqueous layer a.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the accompanying drawings are illustrative only for the purpose of explaining the present invention, and are not to be construed as limiting the present invention.
In the description of the present invention, it is to be understood that the terms "longitudinal", "lateral", "vertical", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on those shown in the drawings, and are used only for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, should not be construed as limiting the present invention.
In the description of the present invention, unless otherwise specified and limited, it is to be noted that the terms "mounted," "connected," and "connected" are to be interpreted broadly, and may be, for example, a mechanical connection or an electrical connection, a communication between two elements, a direct connection, or an indirect connection via an intermediate medium, and specific meanings of the terms may be understood by those skilled in the art according to specific situations.
The present invention provides an integrated infiltration water intake system, as shown in fig. 1, which comprises a water delivery channel 100 arranged in a river bed and at least one water intake well 200 communicated with the water delivery channel 100 in a preferred embodiment of the present invention, wherein two water intake wells 200 are arranged in fig. 1, and the two water intake wells 200 are respectively communicated with both ends of the water delivery channel 100. The water delivery channel 100 is provided with a plurality of water intake valves 140 for controlling the on-off of the water delivery channel 100, a zero-energy backflushing pipe 150 communicated with the interior of the water delivery channel 100 is connected between two adjacent water intake valves 140 on the water delivery channel 100, and the zero-energy backflushing pipe 150 is provided with a backflushing control valve 151. The water inlet of the zero-energy backwashing pipe 150 is communicated with an external backwashing water source, the water level of the backwashing water source is higher than that of riverbed river water, the backwashing water source can be an inlet channel or a water storage device erected to a certain height, tail water of a power plant can be introduced into the zero-energy backwashing pipe 150, the height of the backwashing water source is set according to actual requirements, and backwashing on the water taking filter 110 of the water delivery channel 100 is realized by backwashing water by means of differential pressure.
At least one of the water intake wells 200 is provided with a turbidity meter 204 for detecting the turbidity of the water in the water intake well 200 and a water level meter 205 for detecting the water level in the water intake well 200, for example, the left water intake well 200 is provided with the turbidity meter 204 and the water level meter 205, and the right water intake well 200 is not provided with the turbidity meter 204 and the water level meter 205. The signal output ends of the turbidity meter 204 and the water level meter 205 are electrically connected with the signal input end of a controller (not shown in the figure), the water taking control end of the controller is electrically connected with the enabling end of the water taking valve 140, and the backflushing control end of the controller is electrically connected with the enabling end of the backflushing control valve 151.
In the present invention, the aquifer a is a sandy gravel aquifer of a river bed, a riverbed, a lake bed, a reservoir, or the like. In the water intake system, surface water is filtered by the aquifer a and then enters the water intake filter 110, is collected by the water delivery channel 100 and enters the water intake well 200, and is pumped out by the water pumping pump set. By the action of pressure conduction, a pressure difference is generated between the river water level and the water intake well 200 water level, a low pressure region is formed in the aquifer a, and the submerged water seeps into the water intake filter 110 of the water delivery passage 100.
When the turbidity meter 204 measures that the turbidity value of the water in the water intake well 200 is lower than a set value (lower than the turbidity value of normal drinking water, the specific value is set according to the actual condition), and the water level meter 205 measures that the water level of the water intake well 200 is lower than the set value (lower than the minimum water level of the water intake well 200), it indicates that the water intake filter 110 is blocked, the pore diameter of the water intake filter 110 is reduced, the water yield is reduced, meanwhile, the filtered water quality is better, and the turbidity of the water is reduced. At this time, the controller controls the water taking valve 140 to be closed, and simultaneously controls the backflushing control valve 151 to be opened, so that water at a backflushing water source enters the zero-energy backflushing pipe 150, the water taking filter 110 is backflushed by utilizing the pressure difference formed by the height difference between the backflushing water source and the river water, the clogging of the water taking filter 110 is eliminated, and the water yield of the water taking well 200 is increased.
It should be noted that, in practice, compressed air may be introduced into the water intake filter 110 through the zero-energy backwashing pipe 150, and the compressed air in the water intake filter 110 may backwash the blockages in the sandy gravel layer around the water intake filter 110, thereby removing the clogging in the water intake filter 110.
In this embodiment, the water intake valve 140 and the backflushing control valve 151 may be water-controlled, air-controlled or electric-controlled valves in the prior art.
In the present embodiment, the water delivery passage 100 is provided in the aquifer a in whole or in part, and the water intake filter 110 is provided in whole or in sections in the part of the water delivery passage 100 provided in the aquifer a, and specifically, the aperture and installation length of the water intake filter 110 are set according to the water production demand. For example, when the water delivery passage 100 shown in fig. 15 is partially disposed in the aquifer a, the part of the water delivery passage 100 located outside the aquifer a is a water intake filter or a barrel-shaped structure without holes on the whole body, and the invention is not particularly limited.
In the present embodiment, as shown in fig. 2 to 4, both ends of the water delivery passage 100 are located at the same side of the river bed or at both sides of the river bed, respectively. The number of the water taking wells 200 is one, two or more, and two or more water taking wells 200 are arranged at the same side or opposite sides of the river bed. The water intake well 200 may be a water collection well, or a transmitting well or a receiving well for constructing the water delivery passage 100.
In the present embodiment, the water intake filter 110 is made of stainless steel, and is a backflushing type filter, which may be one or a combination of several of a backflushing type gravel packing filter disclosed in CN201738372U, a rotary automatic cleaning backflushing filter disclosed in CN206198831U, and a gravel packing backflushing type filter disclosed in CN 206483202U. Other prior art filters having an effective porosity of 35% to 40% may of course be selected.
As shown in fig. 1 to 4, in another preferred embodiment of the present invention, the water transportation channel 100 is disposed in a curved manner in the riverbed, and particularly, the water transportation channel 100 can be flexibly disposed according to the situation of aquifer thickness development, planar distribution, etc., for example, the path of the water transportation channel 100 can be a straight line, a curved line, a spiral line, a wavy line, etc.
The curved water delivery channel 100 can be more flexibly adapted to the distribution characteristics of the change of the thickness of the aquifer, particularly to a non-horizontal aquifer structure, so that the aquifer on the upper part of the water taking filter 110 is always in the optimal thickness of the aquifer, and the water taking amount and the filtering effect (water quality) of the unit length are both superior to those of the water delivery channel 100 which is linearly arranged.
The water taking system is applied to a multi-element riverbed structure, has stronger adaptability and more obvious improvement on water quality. The multi-element riverbed structure is the stratum which forms the riverbed, and has the conditions of a water-bearing layer (one or more layers) and a soil layer (one or more layers). The linearly arranged water delivery channel 100 cannot flexibly adapt to changes of aquifers and soil layers, the situation that the water taking filter 110 simultaneously penetrates through the soil layers and the aquifers is easily caused, adverse effects are caused on water quality and water quantity, and the mode of the curve arranged water delivery channel 100 can flexibly adapt to the situation.
The water taking system is applied to riverbeds in karst (dissolving tank) areas, and has stronger adaptability. The riverbed aquifer is characterized in that the aquifer is distributed in a plurality of strip-shaped deep grooves, has large depth and is continuous. Usually, such a stratum is a multi-element structure, the traditional way of linearly arranging the water delivery channel 100 has poor adaptability and great engineering difficulty, however, the water taking system can be arranged into the curved water delivery channel 100 along the trend of the dissolving tank, and the problem of troublesome water taking can be solved.
In the present embodiment, as shown in fig. 5 and 6, the two adjacent water intake filters 110 are flexibly connected to each other by the bellows 120, and both ends of the bellows 120 are respectively fixedly connected to the two water intake filters 110, so that a certain degree of bending deformation can be achieved between the two adjacent water intake filters 110, the movable displacement of the connection between the water intake filters 110 can be achieved, and the flexible installation of the water delivery passage 100 is facilitated. The bellows 120 is made of steel or rubber, and preferably, an end surface of the bellows 120 is hermetically connected to an end surface of the water intake filter 110, so that the sealing property between the water intake filters 110 is secured.
According to the invention, the corrugated pipe 120 is arranged between two adjacent water taking filters 110, and the corrugated pipe 120 absorbs deformation, so that a certain degree of bending deformation can be realized between the two adjacent water taking filters 110, and the water taking device is suitable for application under specific working conditions, such as turning of a water taking tunnel or bending deformation of the tunnel due to external force.
As shown in fig. 5 and 6, in another preferred embodiment, a plurality of limiting units 130 are further disposed between two adjacent water intake filters 110 to prevent the corrugated tube 120 from being damaged due to excessive tensile deformation, the plurality of limiting units 130 are uniformly distributed in the circumferential direction around the center of the corrugated tube 120, the number of limiting units 130 shown in fig. 7 is six, and the number of limiting units 130 can be set according to actual conditions.
Specifically, as shown in fig. 5 to 7, the limiting unit 130 includes fixing blocks 131 respectively disposed on inner walls of the two water intake filters 110, and the fixing blocks 131 are integrally formed with the water intake filters 110 or are separately disposed and then fixedly connected to each other. The fixing blocks 131 are provided with through holes 1311, the through holes 1311 are strip-shaped holes, a connecting rod 132 is inserted into the through holes 1311 of the two fixing blocks 131, and the connecting rod 132 is movable in the through holes 1311, for example, the connecting rod 132 can move in the through holes 1311 in the axial direction and the radial direction relative to the bellows 120. Six connecting rods 132 of the six limiting units 130 are circumferentially and uniformly distributed around the center of the corrugated tube 120. The two ends of the connecting rod 132 are respectively located outside the two fixing blocks 131, the end of the connecting rod 132 located outside the fixing blocks 131 is connected with a limiting member 133 for preventing the connecting rod 132 from separating from the fixing blocks 131, and a certain distance is formed between the limiting member 133 and the fixing blocks 131, so that the connecting rod 132 can axially move in the through hole 1311.
In the present embodiment, the connecting rod 132 is a screw, and the limiting member 133 is a nut screwed to the screw; or the connecting rod 132 is a polished rod structure, the outer wall of the connecting rod 132 is provided with an annular groove, and the limiting member 133 is an elastic retainer ring clamped in the annular groove; or the connecting rod 132 is of a polished rod structure, the outer wall of the connecting rod 132 is provided with a protrusion, the limiting part 133 is an annular space ring, the inner wall of the annular space ring is provided with a groove in clamping fit with the protrusion, and the annular space ring and the connecting rod 132 are in clamping fit through the protrusion and the groove to realize the fixedly connection of the limiting part 133 and the connecting rod 132.
By adopting the above technical scheme, the connecting rod 132 passes through the through hole 1311 on the fixing block 131 to connect the two water intake filters 110, and the limit piece 133 limits the stretching degree of the corrugated pipe 120, so that the corrugated pipe 120 is not damaged by excessive stretching deformation; the perforations 1311 are strip-shaped holes so that the connecting rods 132 can move axially and radially in the perforations 1311 to accommodate bending deformation of the corrugated pipe 120. Preferably, the outer wall of the connecting rod 132 is in transition or interference fit with the inner wall of the perforation 1311, so that the connecting rod 132 does not shake freely in the perforation 1311 without external force.
In another preferred embodiment of the present invention, as shown in fig. 8, a water collection well 210 and a water pump set 220 capable of pumping water out of the water collection well 210 are sleeved in a water collection well 200, for example, the water pump set 220 is arranged in the water collection well 200 outside the water collection well 210, the water collection well 200 and the water collection well 210 form a double-ring well sleeved structure, and the top of the water collection well 200 and the water collection well 210 is open or closed by one well cover or closed by two well covers respectively. The side wall of the water taking well 200 is provided with a water taking hole 201, and the side wall of the water collecting well 210 is provided with a water inlet hole 211; the water outlet port of the water delivery channel 100 is communicated with the water intake hole 201, the water intake hole 201 is communicated with the water inlet hole 211 through the connecting pipe 202, and the water intake valve 140 is arranged on the connecting pipe 202 between the water intake well 200 and the water collection well 210.
In the invention, a water collecting well 210 is additionally arranged in the water taking well 200, the water collecting well 210 is used for collecting water in the water taking holes 201 of the water taking well 200, the water collecting well 210 is used as a water storage facility, and as shown in figure 1, a water level meter 205 and a turbidity meter 204 are arranged in the water collecting well 210. When water is supplied, only water exists in the water collection well 210, water does not exist in the water taking well 200 outside the water collection well 210, and water is supplied only through the water collection well 210; during maintenance and overhaul, the water intake valve 140 in the water intake well 200 outside the water intake well 210 is closed (the water intake valve 140 is a control valve and can be closed remotely), then workers lower the water intake well 200 to check and replace water intake hole equipment, and water supply of the water intake well 210 is not influenced during maintenance and overhaul.
In another preferred embodiment of the present invention, the water intake valve 140 is a normally closed valve, and as shown in fig. 9, the water intake valve 140 disposed in the water intake well 200 is taken as an example for description. The water intake valve 140 is connected with a control pipeline 230, a pressure sensor 232 is arranged on the control pipeline 230, a water inlet of the control pipeline 230 is connected with a water pump 231, the water pump 231 is installed at the bottom of the water intake well 200, a water inlet of the water pump 231 is communicated with the water collection well 210 through a pipeline, the water pump 231 directly pressurizes water in the water collection well 210 and then conveys the water to the water intake valve 140 through the control pipeline 230, and the water intake valve 140 is kept in an open state. The signal output end of the pressure sensor 232 is electrically connected with the input end of the controller, and the pressurization control end of the controller is electrically connected with the enabling end of the water pump 231.
In this embodiment, the water intake valve 140 has three ports, which are a water inlet, a water outlet and a control port, the control pipeline 230 is connected to the control port of the water intake valve 140, and the pressure (water pressure) of water in the control pipeline 230 generates a jacking force on the valve element of the water intake valve 140, so that the water intake valve 140 is kept in an open state, for example, the water intake valve 140 may be an SLK-100/10 type water intake control valve manufactured by chongqing mazai ltd.
When the water pump is used, the controller controls the water pump 231 to be opened and closed to apply pressure to the water in the control pipeline 230 according to the working pressure range required by the water intake valve 140. Specifically, when the pressure sensor 232 detects that the water pressure in the control pipeline 230 is close to the low working pressure value, the water pump 231 is turned on to apply the pipeline pressure; when the pressure sensor 232 detects that the water pressure in the control line 230 exceeds the working pressure high value, the water pump 231 is turned off.
It should be noted that although a certain height difference exists between the pressure sensor 232 and the water intake valve 140, when the jacking force applied to the valve element of the water intake valve 140 is calculated, the change of the pressure value caused by the height difference can be ignored, so that the jacking force applied to the water intake valve 140 is a pressure range value, the water intake valve 140 can be automatically closed when the jacking force is lower than a specific value, the water intake valve 140 is provided with a safety device, and the water intake valve 140 cannot be damaged when the jacking force is too large.
As shown in fig. 9, in another preferred embodiment of the present invention, a check valve 233 for preventing water in the control pipe 230 from flowing toward the water pump 231 is further provided in the control pipe 230, and the check valve 233 is provided between the pressure sensor 232 and the water pump 231, thereby preventing a pressure drop due to a reverse flow. The control pipeline 230 is also communicated with a pressure relief branch pipe 234, a pressure relief valve 235 is arranged on the pressure relief branch pipe 234, the pressure relief valve 235 is a normally closed valve, and the pressure relief valve 235 is arranged at the downstream of the check valve 233 according to the flow direction of water. When the water pressure in the control line 230 reaches the opening pressure of the relief valve 235, the relief valve 235 automatically opens until the water pressure in the control line 230 is lower than the opening pressure of the relief valve 235. The specific installation positions of the check valve 233, the pressure sensor 232, and the relief valve 235 (outside the water intake well 200 or in the water intake well 200) should be set according to the actual situation, and the present invention is not particularly limited.
In this embodiment, the pressure relief valve 235 is a manual valve that can be opened manually, or the pressure relief valve 235 is a control valve that can be opened and closed in a controlled manner, so that the pressure relief valve 235 can be used not only as a safety valve but also as a stop valve, which is an integrated valve. When relief valve 235 is the control valve, the end of enabling of the controller's the blowdown control end and relief valve 235 is connected electrically. When the water taking valve 140 in the water taking well 200 needs to be closed to maintain and repair the water taking well 200, the water pump 231 is firstly closed, then the pressure release valve 235 is manually opened or the controller is adopted to control the pressure release valve 235 to be opened to discharge water so as to release the pressure, the jacking force is stopped being applied to the valve core of the water taking valve 140, the water taking valve 140 is enabled to recover the initial normally closed state, and then the water taking valve is lowered to the well to maintain and repair the water taking hole equipment.
When the water intake valve 140 needs to be closed, in addition to the aforementioned manner of releasing the water by opening the pressure release valve 235 to release the water and stopping applying the jacking force to the valve element of the water intake valve 140, an additional pipeline may be used to apply an opposite force to the valve element of the water intake valve 140, so that the valve element moves in the opposite direction, and the water intake valve 140 is closed.
It should be noted that, in practice, the water pump 231 may be replaced by an air pump, the control pipeline 230 may deliver compressed air, and the air pump may be disposed on the shore outside the water intake well 200. The water intake valve 140 and the backflush control valve 151 in the riverbed aquifer a can be controlled by adopting the water control and air control modes, and specifically, pressure can be provided for the water intake valve 140 and the backflush control valve 151 in the riverbed aquifer layer by the branch pipes connected with the control pipeline 230 through the branch pipes, and the valves are opened.
In another preferred embodiment of the present invention, as shown in fig. 10, the water intake valve 140 is connected to the control line 230 through a line connecting device 240, the line connecting device 240 comprises two pipe joints 270, and a connecting hose 241 connecting the two pipe joints 270, and the water intake valve 140 and the control line 230 are provided with joints 260 matching the pipe joints 270.
As shown in fig. 11 and 12, the pipe joint 270 includes a sleeve 271 capable of being sleeved around the joint 260 and tightly engaged therewith, and a locking structure 272 connected with the connection hose 241 for fixing the sleeve 271 and sealing-connecting with the sleeve 271. The locking structure 272 has a locked and unlocked state, and the sleeve 271 can be tightened radially inward or loosened radially outward when the locking structure 272 is in the unlocked state. When sleeve 271 is tightened radially inwardly, sleeve 271 is in tight snap-fit connection with joint 260; when the sleeve 271 is released radially outwardly, the sleeve 271 is disconnected from the coupling 260 and the coupling 260 is able to move axially relative to the sleeve 271.
In this embodiment, the inner wall of the sleeve 271 and the outer wall of the joint 260 are engaged with each other by a concave-convex structure, for example, a plurality of latches 2711 are disposed on the inner wall of the sleeve 271, a locking groove 261 engaged with the latches 2711 is disposed on the outer wall of the joint 260, preferably, the latches 2711 are annular bosses disposed on the inner wall of the sleeve 271, and the locking groove 261 is an annular groove disposed on the outer wall of the joint 260. Of course, the latch 2711 may be provided on the connector 260 and the latch 261 may be provided on the sleeve 271.
The sleeve 271 and the joint 260 are made of materials with high strength, corrosion resistance and good water stop effect, for example, the joint 260 can be made of plastic pipes such as a PE pipe, a PP-R pipe and a UPVC pipe, and the joint 260 can also be made of rubber with a certain thickness wrapped outside a metal blank; the sleeve 271 can be made of a main body material with good deformation resistance, such as metal, high-strength ceramic and the like, and the meshing part of the sleeve 271 and the joint 260 adopts a mode of wrapping rubber and the like by plastic, rubber or steel so as to achieve a good sealing meshing effect of the sleeve 271 and the joint 260.
When the pipeline connecting device 240 is used for connecting the water intake valve 140 and the control pipeline 230, initially, the locking structure 272 is in an unlocked state, the sleeve 271 is radially outwards loosened, then the pipe joint 270 at the left end is sleeved on the joint 260 of the water intake valve 140 in a sleeved mode, and the pipe joint 270 at the right end is sleeved on the joint 260 of the control pipeline 230 in a sleeved mode. Then, the sleeve 271 is tightened radially inwards, the latch 2711 on the sleeve 271 engages with the latch 261 on the joint 260, and then the locking structure 272 is in a locking state, so that the sleeve 271 and the joint 260 are fixedly connected together, and therefore the pipe joints 270 at the left end and the right end and the corresponding joint 260 are tightly engaged and connected together through the concave-convex structure. The coupling 260 mates with the coupling 270 to form the coupling assembly 250, which is replaceable when the coupling 270 and/or the coupling 260 are damaged.
As shown in fig. 11 and 12, in this embodiment, the locking structure 272 includes a tube body 2721 fixedly connected to the connecting hose 241, the tube body 2721 extends outward to form a connecting flange 27211, a support block 2722 is disposed opposite to the connecting flange 27211, and the support block 2722 is detachably and fixedly connected to the connecting flange 27211 by a fastener 2723. The sleeve 271 is positioned between the buttress 2722 and the connecting ledge 27211, two ends of the sleeve 271 are limited by the buttress 2722 and the connecting ledge 27211 respectively, and the connecting ledge 27211 is in contact fit with the right end face of the sleeve 271 to realize sealing. A plurality of piers 2722, for example, four piers 2722 are provided as shown in fig. 13, are uniformly distributed around the outer circumference of the casing 271. Of course, the abutment 2722 may be configured as a ring-shaped structure that is looped around the sleeve 271, with a plurality of fasteners 2723 spaced circumferentially around the abutment 2722.
In this embodiment, fastener 2723 includes a threaded rod 27231 disposed through buttress 2722 and connecting ledge 27211, and a locking nut 27232 is threadably attached to threaded rod 27231.
As shown in fig. 11 and 12, after the sleeve 271 is sleeved outside the joint 260, the sleeve 271 is radially inwardly tightened, the latch 2711 on the sleeve 271 is engaged with the latch groove 261 on the joint 260, then the right end surface of the sleeve 271 is contacted with the connecting ledge 27211, then the abutment 2722 is rightwardly moved, the abutment 2722 is contacted with the left end surface of the sleeve 271, and then the locking nut 27232 is tightened to fixedly connect the sleeve 271 and the joint 260, so that the joint 270 and the joint 260 are connected. To disconnect the coupling 270 and the coupling 260, the locking nut 27232 is loosened and the abutment 2722 moved a distance to the left, the sleeve 271 is then loosened radially outwardly, and the coupling 270 is removed from the coupling 260.
It should be noted that other prior art configurations of the fastener 2723 can be used to tension the abutment 2722 and the connecting ledge 27211 to secure the sleeve 271. for example, the fastener 2723 can be a hook and loop configuration, with one of the abutment 2722 and the connecting ledge 27211 being a hook and the other being a loop.
In another preferred embodiment, as shown in FIGS. 11 and 12, both ends of the outer wall of the ferrule 271 have chamfers 2713. in FIGS. 11 and 12, the chamfers 2713 cover the entire end face of the ferrule 271, making the end face of the ferrule 271 a beveled surface. Connecting ledge 27211 has a first ramp 27212 that mates with right end chamfer 2713 of ferrule 271, and rest 2722 has a second ramp 27221 that mates with left end chamfer 2713 of ferrule 271. The end surfaces of the two ends of the sleeve 271 are matched with the buttress 2722 and the connecting retaining edge 27211 through inclined surfaces, so that the sleeve 271 is axially and radially limited, and the locking effect is better.
In another preferred embodiment, as shown in fig. 13, the sleeve 271 is made up of at least two arcuate segments 2712 circumferentially disposed, with two arcuate segments 2712 being disposed in fig. 13. In two adjacent arc-shaped blocks 2712, one of the arc-shaped blocks 2712 is provided with a slot 27121, the other arc-shaped block 2712 is provided with a tooth 27122 which is in inserted fit with a slot 27121, the tooth 27122 can slide in the slot 27121, and the two adjacent arc-shaped blocks 2712 are in sliding connection through the structures of the slot 27121 and the tooth 27122, so that the sleeve can be tightened radially inwards and loosened radially outwards. When the sleeve 271 is engaged with the joint 260, the two arc-shaped blocks 2712 are tightly connected, so that the sealing performance of the joint of the two arc-shaped blocks 2712 is ensured.
In practice, to allow the insert 27122 to slide easily within the slot 27121, a sliding layer of low coefficient of friction, such as plastic or metal, may be provided on the outer surface of the insert 27122 and the inner surface of the slot 27121.
Example two
This example provides a method of constructing water transport passageway 100 of example one, as shown in fig. 14 and 15, which in a preferred embodiment includes the steps of: the water intake well 200 is arranged along the side of the river (including the river, the lake and the reservoir), and the embodiment is described by taking the arrangement of one water intake well 200 as an example. Forming a target path of the water delivery passage 100 according to the characteristics of the aquifer a, wherein a pore-forming path is the same as the target path of the water delivery passage 100, and drilling a pore from the water intake well 200 to the aquifer a of the river bed by using a pilot bit 310 as shown in fig. 14; as shown in fig. 15, after the pilot bit 310 completes the drilling work according to the target path of the water delivery channel 100, the reaming device 400 reams and cleans the drilled hole from the end (shore) of the drilled hole, i.e. the traveling path of the reaming device 400 is opposite to that of the pilot bit 310; next, the water delivery channel 100 is laid, and in order to accelerate the construction progress, the hole expanding device 400 expands and cleans the hole section by section, and the water delivery channel 100 is also installed section by section, namely, the water taking filter 110 is installed next to the hole expanding and cleaning.
It should be noted that the pilot bit 310 may also drill a hole into the bed from the bank.
In this embodiment, the direction of the travel trajectory of the pilot bit 310 and the reaming apparatus 400 is controlled by the wireless control terminal. Specifically, a required path is obtained according to the stratum condition obtained through exploration and the water taking demand, and the control unit controls the advancing posture of the pilot bit 310 to advance along the designed path. In practice, a ground penetrating radar can be installed on the pilot bit 310, so that the change of the stratum can be checked at any time, and the travelling path can be adjusted appropriately.
The pilot bit 310 is powered forward by the power device 300, for example, in the prior art, an air compressor is used for providing pressure air, and a hose transmits the pressure air to enable the pilot bit 310 to drill a hole; also for example, the pilot bit 310 is coupled to a drill stem of a drilling rig, which rotates and advances the pilot bit 310 forward to drill a hole. The reaming device 400 may also be driven by an air compressor or electrical device. It should be noted that the drilling with the pilot bit 310 and the reaming and cleaning with the reaming device 400 are prior art, and the structure and operation thereof will not be described in detail herein.
When the air compressor is used for providing power for the pilot bit 310, the steel cable for traction can be reserved in the hole forming process while the pilot bit 310 drills the hole, and the reaming equipment 400 advances along the path of the steel cable and cuts the steel cable when reaming and cleaning the hole. In practice, the cable may be integrated with a hose for transporting air, such as a stainless steel bellows (similar to the construction of the shower hose).
It should be noted that, when the number of the water intake wells 200 is two or more, the water intake wells 200 may be located at both ends of the water delivery passage 100 or on the path of the water delivery passage 100. For example, as shown in fig. 1, two water intake wells 200 are provided, the two water intake wells 200 are respectively communicated with two ends of the water delivery channel 100, a pilot bit 310 drills a hole into the river bed from any water intake well 200, for example, the pilot bit 310 drills a hole into the river bed from the left water intake well 200, and a hole expanding device 400 expands and cleans the hole from the right water intake well 200.
When the water delivery passage 100 is constructed, the water intake well 200 is a working well, and after the water delivery passage 100 is constructed, the water collection well 210 is constructed in the water intake well 200, and the water collection well 210 is used as a water storage facility. When water is supplied, only water is present in the water collection well 210, and water is not present in the water intake well 200 outside the water collection well 210, and water is supplied only from the water collection well 210.
In the description herein, reference to the description of the terms "preferred embodiment," "one embodiment," "some embodiments," "an example," "a specific example" or "some examples" or the like means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
While embodiments of the invention have been shown and described, it will be understood by those of ordinary skill in the art that: various changes, modifications, substitutions and alterations can be made to the embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the claims and their equivalents.

Claims (8)

1. An integrated infiltration water intake system is characterized by comprising a water delivery channel arranged in a river bed and at least one water intake well communicated with the water delivery channel;
the water delivery channel is wholly or partially arranged in the aquifer, the water delivery channel is arranged in the aquifer, the water taking filter is partially or partially arranged in the aquifer, and two ends of the water delivery channel are positioned on the same side of the riverbed or positioned on two sides of the riverbed respectively;
the water delivery channel is provided with a plurality of water taking valves for controlling the on-off of the water delivery channel, zero-energy backflushing pipes communicated with the inside of the water delivery channel are connected between two adjacent water taking valves on the water delivery channel, backflushing control valves are arranged on the zero-energy backflushing pipes, a water inlet of each zero-energy backflushing pipe is communicated with an external backflushing water source, the water level of each backflushing water source is higher than that of river bed river water, and the backflushing water realizes the backflushing of a water taking filter of the water delivery channel by means of pressure difference;
at least one of the water taking wells is internally provided with a turbidity meter for detecting the turbidity of the water in the water taking well and a water level meter for detecting the water level in the water taking well, the signal output ends of the turbidity meter and the water level meter are electrically connected with the signal input end of the controller, the water taking control end of the controller is electrically connected with the enabling end of the water taking valve, and the backflushing control end of the controller is electrically connected with the enabling end of the backflushing control valve;
when the turbidity meter measures that the turbidity value of water in the water taking well is lower than a set value and the water level meter measures that the water level of the water taking well is lower than the set value, the controller controls the water taking valve to be closed and the controller controls the backflushing control valve to be opened, and backflushing is carried out on the water taking filter;
the water taking valves are normally closed valves, the water taking valves are all connected with control pipelines, pressure sensors are arranged on the control pipelines, a water inlet of each control pipeline is connected with a water pump, and water output by the water pump is conveyed by the control pipelines and then is pumped to the water taking valves so that the water taking valves are kept in an open state; the signal output end of the pressure sensor is electrically connected with the input end of the controller, and the pressurization control end of the controller is electrically connected with the enabling end of the water pump;
the water taking valve is connected with the control pipeline through a pipeline connecting device, the pipeline connecting device comprises two pipe joints and a connecting hose for connecting the two pipe joints, the water taking valve and the control pipeline are respectively provided with a joint matched with the pipe joints, each pipe joint comprises a sleeve which can be sleeved outside the joint in a surrounding mode and is tightly meshed with the joint, and a locking structure which is connected with the connecting hose and is used for fixing the sleeve and is in sealing connection with the sleeve, and the inner wall of the sleeve is meshed with the outer wall of the joint in a concave-convex structure;
the locking structure is provided with a locking state and an unlocking state, and when the locking structure is in the unlocking state, the sleeve can be radially inwards tightened or radially outwards loosened;
when the sleeve is tightened radially inwards, the sleeve is tightly connected with the joint in a meshing manner;
when the sleeve is released radially outwards, the sleeve is disconnected from the coupling, which is axially movable relative to the sleeve.
2. The system of claim 1, further comprising a check valve disposed on the control line for preventing water in the control line from flowing toward the water pump;
the control pipeline is also communicated with a pressure relief branch pipe, and a pressure relief valve for ensuring the safety of the control pipeline is arranged on the pressure relief branch pipe;
when the pressure relief valve is a control valve, the discharge control end of the controller is electrically connected with the enabling end of the pressure relief valve.
3. The integrated infiltration water intake system of claim 1, wherein the locking structure comprises a tube body fixedly connected to the pipeline device, the tube body extends outward to form a connection flange, a buttress is disposed opposite to the connection flange, the buttress and the connection flange are detachably and fixedly connected by a fastener, the sleeve is disposed between the buttress and the connection flange, and two ends of the sleeve are respectively limited by the buttress and the connection flange;
the both ends of sleeve pipe outer wall all have the chamfer, connect keep off along have with chamfer complex first inclined plane, the buttress have with chamfer complex second inclined plane.
4. The integrated infiltration water intake system of claim 3, wherein the fastening member comprises a screw rod passing through the buttress and the connecting flange, and the screw rod is in threaded connection with a locking nut;
or the fastener comprises a hook and a hanging ring which are matched, the hook is arranged on one of the buttress and the connecting baffle edge, and the hanging ring is arranged on the other buttress and the connecting baffle edge.
5. An integrated infiltration water intake system according to claim 1, wherein the sleeve is composed of at least two arc blocks circumferentially arranged, and between two adjacent arc blocks, one of the arc blocks has a slot, and the other arc block has a gear shaping engaged with the slot, and the gear shaping can slide in the slot.
6. An integrated infiltration water intake system according to any one of claims 1-5, wherein the water delivery channel is arranged in the riverbed in a bending way, and two adjacent water intake filters are flexibly connected by a corrugated pipe, and two ends of the corrugated pipe are fixedly connected with the two water intake filters respectively;
still be equipped with the spacing unit who prevents bellows overstretching deformation between two adjacent water intaking filters, spacing unit is including establishing respectively two fixed block on the water intaking filter inner wall all has the perforation that runs through the setting on the fixed block, has inserted a connecting rod and connecting rod jointly in the perforation of two fixed blocks and can be in the activity of perforating, and the both ends of connecting rod are located outside two fixed blocks respectively, and the connecting rod is located and is connected with the locating part that prevents the connecting rod and break away from the fixed block on the tip outside the fixed block, has certain distance between locating part and the fixed block.
7. The system of claim 6, wherein the connecting rod is a threaded rod, and the retaining member is a nut threadedly coupled to the threaded rod;
or the outer wall of the connecting rod is provided with an annular groove, and the limiting piece is an elastic retainer ring clamped in the annular groove;
or the outer wall of the connecting rod is provided with a protrusion, the limiting part is an annular space ring, and the inner wall of the annular space ring is provided with a groove matched with the protrusion in a clamping manner.
8. An integrated infiltration water intake system according to any one of claims 1 to 5, wherein the water intake well is sheathed with a water collection well and a water pump set capable of pumping out water in the water collection well, the water level meter and the turbidity meter are arranged in the water collection well;
the side wall of the water taking well is provided with a water taking hole, and the side wall of the water collecting well is provided with a water inlet hole; the water outlet port of the water delivery channel is communicated with the water taking hole, the water taking hole is communicated with the water inlet hole through a connecting pipe, and the water taking valve is arranged on the connecting pipe between the water taking well and the water collecting well.
CN202110475871.9A 2021-04-29 2021-04-29 Integrated infiltration water intake system Active CN113216324B (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20120113979A (en) * 2011-04-06 2012-10-16 송진호 Filter layer back washing device and method of infiltration gallery
CN104264739A (en) * 2014-10-21 2015-01-07 重庆中设工程设计股份有限公司 Side river underground water taking surface water recharging back wash engineering structure
CN110359521A (en) * 2019-07-08 2019-10-22 重庆泓源渗滤取水科技有限公司 It is close to the water quality and quantity regulating system and method in river and riverbed radiating aperture water intaking technique

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7867395B2 (en) * 2005-07-25 2011-01-11 Weatherford/Lamb, Inc. Valveless intake screen airburst system

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20120113979A (en) * 2011-04-06 2012-10-16 송진호 Filter layer back washing device and method of infiltration gallery
CN104264739A (en) * 2014-10-21 2015-01-07 重庆中设工程设计股份有限公司 Side river underground water taking surface water recharging back wash engineering structure
CN110359521A (en) * 2019-07-08 2019-10-22 重庆泓源渗滤取水科技有限公司 It is close to the water quality and quantity regulating system and method in river and riverbed radiating aperture water intaking technique

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