CN206778018U - A kind of canal bottom sand setting filtering captation - Google Patents

A kind of canal bottom sand setting filtering captation Download PDF

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Publication number
CN206778018U
CN206778018U CN201720680277.2U CN201720680277U CN206778018U CN 206778018 U CN206778018 U CN 206778018U CN 201720680277 U CN201720680277 U CN 201720680277U CN 206778018 U CN206778018 U CN 206778018U
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CN
China
Prior art keywords
channel
sand setting
canal
filter pipe
filter
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201720680277.2U
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Chinese (zh)
Inventor
苏春宏
高秀清
李凤伟
吴小苏
焦有权
何晓龙
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing Vocational College of Agriculture
Original Assignee
Beijing Vocational College of Agriculture
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Filing date
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Priority to CN201720680277.2U priority Critical patent/CN206778018U/en
Application granted granted Critical
Publication of CN206778018U publication Critical patent/CN206778018U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of canal bottom sand setting filtering captation, in canal two bottom sides, one sediment deposition groove is respectively set, row's ripple filter pipe is laid between the groove of canal bottom two, screen pipe caliber is more than avris in the middle part of canal bottom, lay stainless steel filtering net in screen pipe top, it is in triangular form to make screen pack, is easy to silt to collect in stillpot.Thus, using canal bottom Water-collecting filtering mode, a set of buried surface irrigation water filtering system is formed, the irrigation water after being filtered in channel is flowed into buried cistern by filter pipe, and the water that filtering is not carried out flows into downstream by channel.The dirts such as powder, sand and incrustation scale that the utility model is easy in irrigation water collect, beneficial to cleaning.

Description

A kind of canal bottom sand setting filtering captation
Technical field
The utility model belongs to small on-farm irrigation structures field, is a kind of canal bottom sand setting filtering captation, utilizes canal Road underdrain, the dirts such as earth's surface irrigation water medium silt, sand and incrustation scale are implemented to filter.
Background technology
China river course belongs to fully-loaded stream more, is characterized in, sediment charge is big, and sediment grain size is small, not disposable.For Fully-loaded stream, how to quote surface water to implement the water-saving irrigation techniques such as sprinkling irrigation, drip irrigation is current irrigation problem.Therefore, this hair It is bright to use canal bottom Water-collecting filtering mode, irrigation water sand grain content in channel is reduced, makes surface-water irrigation water quality sand grain Content reaches《Slight irrigation engineering design code》(GB/T50485-2009) requirement.
Utility model content
In view of the above-mentioned problems, the utility model proposes a kind of canal bottom sand setting to filter captation, pass through canal bottom stainless steel mistake Filter screen and ripple filter pipe, implement the filtering of canal bottom to high concentration of sediment channel water, reach surface irrigation particle water thing content in its channel The standard needed to all kinds of small-sized slight irrigation facilities.
The utility model canal bottom sand setting filtering captation, sediment deposition is designed with along channel bottom surface both sides along water (flow) direction Groove;Channel bottom surface is also laid side by side filter pipe along water (flow) direction, and filter pipe is located between the side shield of channel bottom surface two, filter pipe outlet End connects with cistern.
In the above-mentioned filter pipe being arranged side by side, the filter pipe of both sides is more than positioned at middle part filter pipe caliber;And it is arranged side by side Filter pipe upper surface connect respectively with sediment deposition groove covered with filter screen, filter screen both sides.Thus after filtering in filter pipe After surface water is further filtered by filter pipe, by flowing in cistern certainly, implement to irrigate by various irrigation systems;Without The irrigation water of filter, still along channel flow downstream.
The utility model has the advantage of:
1st, the utility model canal bottom sand setting filtering captation, positioned at channel bottom, category is independent, concealment system, does not influence The arrangement of channel and its operation, it is easy to transform existing channel;
2nd, in the utility model canal bottom sand setting filtering captation, design sediment deposition groove be easy to powder in irrigation water, The dirts such as husky and incrustation scale collect, beneficial to cleaning;
3rd, in the utility model canal bottom sand setting filtering captation, screen pack and screen pipe belong to free-standing, are easy to tear open Remove, clean.
Brief description of the drawings
Fig. 1 is that canal bottom of the present invention sand setting filters captation sectional side view;
Fig. 2 is that canal bottom of the present invention sand setting filters captation cross-sectional view.
In figure:
1- channel 2- filter screen 3- filter pipes
4- cistern 5- cistern 6- sediment deposition grooves
Embodiment
The utility model canal bottom sand setting filtering captation, including channel 1, filter screen 2, filter pipe 3 and cistern 4, such as Fig. 1 It is shown.
As shown in Fig. 2 channel 1 is designed as trapezoidal cross-section concrete lining structure, slope coefficient is between 1.5~3.0, canal A width of 2.0~5.0 meters of the bottom of road 1;And the two bottom sides of channel 1 are designed with the baffle plate 5 along the water (flow) direction of channel 1 so that baffle plate 5 with The sediment deposition groove 6 along the water (flow) direction of channel 1, about 0.2~0.3 meter of groove width are formed between channel two side.The filter pipe 3 uses Ripple filter pipe, it is arranged side by side along the water (flow) direction of channel 1, between the two bottom sides baffle plate of channel 1, is layed in the bottom of channel 1, Dismantled and assembled mounting means is used between the bottom of channel 1.Wherein, the caliber of filter pipe 3 positioned at middle part is managed more than both sides filter pipe 3 Footpath, make filter pipe 3 that rear upper surface be arranged side by side and form the low gradient in middle high both sides.The above-mentioned upper table of filter pipe 3 being arranged side by side The dirts such as the powder in surface water, sand and incrustation scale are filtered by filter screen 2, covered with stainless steel filtering net 2 in order to prevent canal in face The bottom filtering material of road 1 is washed away, and the thickness of filter screen 2 is no less than 3mm, and to ensure filter effect, the mesh number of filter screen 2 is not preferably less than 200 mesh, according to slight irrigation facility needs, the mesh number of design filter pipe 3 is more than or equal to the mesh number of filter screen 2.2 liang of sides of filter screen and channel The baffle plate 5 of 1 both sides connects, between the two using removable connected mode.And because the caliber of middle part filter pipe 3 is more than other drainages The caliber of pipe 3, and then filter screen 2 is formed the low gradient in the high both sides in middle part;Thus after the filtering of filter screen 2, remain on filter screen 2 The dirts such as powder, sand and incrustation scale can tumble along filter screen 2, be collected in the sediment deposition groove 6 of the two bottom sides of channel 1.
Cistern 4 is buried, the end of channel 1 is placed in, positioned at the bottom of channel 1 or the both sides of channel 1.The outlet of filter pipe 3 End connects with cistern 4, after the surface water in filter pipe 3 is by filter pipe 3 further filtering after filtering, by flowing to water storage certainly In pond 4, implement to irrigate by various irrigation systems;Filtered irrigation water, still flow to downstream along channel 1.
The designed outlet water Q=bLV of above-mentioned irrigation systemg, captation can be filtered according to the utility model canal bottom sand setting It is determined that;Wherein in formula:Q be irrigation system designed outlet water, unit m3/d.B is filtering layer section width suitable for reading, i.e., along channel The baffle plate spacing of water (flow) direction, unit m.L filters the length of captation, unit m for sand setting.Vg is by filter screen and mistake Water volume flow rate after chimney filter, unit m/d.

Claims (7)

1. a kind of canal bottom sand setting filters captation, it is characterised in that:Silt is designed with along channel bottom surface both sides along water (flow) direction Stillpot;Channel bottom surface is also laid side by side filter pipe along water (flow) direction, and filter pipe is located between the side shield of channel bottom surface two, filter pipe The port of export connects with cistern;
In the above-mentioned filter pipe being arranged side by side, the filter pipe of both sides is more than positioned at middle part filter pipe caliber;And the filter being arranged side by side Water pipe upper surface connects with sediment deposition groove respectively covered with filter screen, filter screen both sides.
A kind of 2. canal bottom as claimed in claim 1 sand setting filtering captation, it is characterised in that:Channel is trapezoidal cross-section concrete Liner structure, slope coefficient is between 1.5~3.0, a width of 2.0~5.0 meters of bottom.
A kind of 3. canal bottom as claimed in claim 1 sand setting filtering captation, it is characterised in that:Sediment deposition groove groove width 0.2~ 0.3 meter, space between the baffle plate designed for channel bottom surface along water (flow) direction and channel two side.
A kind of 4. canal bottom as claimed in claim 1 sand setting filtering captation, it is characterised in that:Filter pipe uses ripple drainage Pipe.
A kind of 5. canal bottom as claimed in claim 1 sand setting filtering captation, it is characterised in that:Filter screen thickness is not less than 3mm, mesh Number is not less than 200 mesh.
A kind of 6. canal bottom as claimed in claim 1 sand setting filtering captation, it is characterised in that:The mesh number of filter pipe is more than or equal to The mesh number of filter screen.
A kind of 7. canal bottom as claimed in claim 1 sand setting filtering captation, it is characterised in that:Cistern is buried, is placed in Channel (1) end, positioned at channel lower section or channel both sides.
CN201720680277.2U 2017-06-12 2017-06-12 A kind of canal bottom sand setting filtering captation Expired - Fee Related CN206778018U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720680277.2U CN206778018U (en) 2017-06-12 2017-06-12 A kind of canal bottom sand setting filtering captation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720680277.2U CN206778018U (en) 2017-06-12 2017-06-12 A kind of canal bottom sand setting filtering captation

Publications (1)

Publication Number Publication Date
CN206778018U true CN206778018U (en) 2017-12-22

Family

ID=60716898

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720680277.2U Expired - Fee Related CN206778018U (en) 2017-06-12 2017-06-12 A kind of canal bottom sand setting filtering captation

Country Status (1)

Country Link
CN (1) CN206778018U (en)

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GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171222

Termination date: 20210612

CF01 Termination of patent right due to non-payment of annual fee