CN205935147U - Water collecting, draining and leaching system - Google Patents
Water collecting, draining and leaching system Download PDFInfo
- Publication number
- CN205935147U CN205935147U CN201620941909.1U CN201620941909U CN205935147U CN 205935147 U CN205935147 U CN 205935147U CN 201620941909 U CN201620941909 U CN 201620941909U CN 205935147 U CN205935147 U CN 205935147U
- Authority
- CN
- China
- Prior art keywords
- row
- drainage
- leaching
- sand
- free concrete
- 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.)
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- 238000002386 leaching Methods 0.000 title claims abstract description 41
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title abstract description 18
- 239000004746 geotextile Substances 0.000 claims abstract description 16
- 238000002791 soaking Methods 0.000 claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 12
- 239000010959 steel Substances 0.000 claims abstract description 12
- 238000005086 pumping Methods 0.000 claims description 10
- 239000013049 sediment Substances 0.000 claims description 6
- 238000009954 braiding Methods 0.000 claims description 2
- 239000004744 fabric Substances 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 10
- 238000001914 filtration Methods 0.000 abstract 2
- 230000007774 longterm Effects 0.000 abstract 1
- 239000002352 surface water Substances 0.000 description 6
- 239000004576 sand Substances 0.000 description 5
- 230000000903 blocking effect Effects 0.000 description 4
- 239000003673 groundwater Substances 0.000 description 4
- 239000000706 filtrate Substances 0.000 description 3
- 239000010419 fine particle Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000029142 excretion Effects 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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- Sewage (AREA)
Abstract
The utility model discloses a water collecting, draining and soaking system, which comprises a drainage ditch, a drainage shaft, a drainage pipe and a water collecting channel, the drainage shaft is respectively connected with a drainage ditch and a drainage pipe, the water collecting channel is connected with the drainage ditch, a plurality of drainage and leaching guide pipes with different lengths are arranged on the drainage vertical shaft, the drainage and leaching vertical shaft comprises a sand-free concrete pipe, a geotextile filter screen and a water filtering net pad, wherein the geotextile filter screen is wrapped outside the sand-free concrete pipe, the water filtering net pad is wrapped outside the geotextile filter screen, the drainage and leaching conduit is arranged perpendicular to the sand-free concrete pipe and communicated with the inside of the sand-free concrete pipe, the water collecting and leaching system also comprises a pump station, the pump station comprises catchment ditch, intake chamber, pump house and steel pipe, and the catchment ditch links to each other with the drain pipe, and the intake chamber sets up in catchment ditch downstream side, and the pump house sets up in the intake chamber low reaches, and the steel pipe passes through the pump house and links to each other with the intake chamber. The utility model discloses can effectually solve the guard space and arrange to soak and arrange the waterlogging problem, reach long-term effectual row and soak the waterlogging effect of draining.
Description
Technical field
This utility model belongs to technical field of drainage in Hydraulic and Hydro-Power Engineering, is specifically related to one kind and catchments row's soaking system and test.
Background technology
After guard plot dyke in cities and towns is built, levee foundation arranges the region blocks of the cut-pff wall former subsoil water in guard plot and enters to be watched out for
The passage in outer river course, therefore will raise the level of ground water of guard plot, cause Effects of Immersion.It is to reduce engineering forever to take up an area at present,
General using sand-free concrete tube embedded after dike by the way of, reduction it may happen that the level of ground water in submergence area and surface water, and
Subsoil water and surface water are caused by each zone of protection Water logged area by sand-free concrete tube.But the non-fine concrete commonly used at present
Pipe, after running a period of time, tube wall is extremely susceptible to clogging, causes to arrange leaching or row's leaching water drainage effect on driving birds is not good,
Often lead to rainwater in rainy season guard plot cannot drain in time, bring very big potential safety hazard to guard plot.
For strengthening row's leaching water drainage effect, improve the safety of guard plot, at present most of row's dip tube using multiple structure
Replace sand-free concrete tube, prevent fine particle blocking no sand from mixing by parcel geotextiles filter screen outside sand-free concrete tube
The tube wall of solidifying soil pipe.But this structure is in the rich groundwater period in flood season, tending not to reach good row's leaching effect and single
One row's dip tube structure also has limitation for land drainage effect it is impossible to the excretion meeting the surface water requires.
Utility model content
For solving above-mentioned technical problem, this utility model provides one kind and catchments row's soaking system and test.So as to timely and effective
The row's leaching of solution guard plot and water drainage problem, reach permanently effective row's leaching water drainage effect.
This utility model is achieved by the following technical programs.
One kind is catchmented row's soaking system and test, and including gutter, draining shaft, drain pipe and the channel that catchments, described draining shaft divides
It is not connected with gutter and drain pipe, the described channel that catchments is connected with gutter, described draining shaft is disposed with some length
The row's leaching conduit not waited, described row's leaching vertical shaft includes sand-free concrete tube, geotextiles filter screen and drainage gauze pad, wherein, geotextiles
Filter screen is wrapped in outside sand-free concrete tube, and drainage gauze pad is wrapped in outside geotextiles filter screen, and described row's leaching conduit is perpendicular to no
Sand concrete pipe is arranged, and connects with inside sand-free concrete tube.
The described row's soaking system and test that catchments also includes pumping plant, and wherein pumping plant is made up of charge for remittance canal, intake pool, pump house and steel pipe, converges
Water channel is connected with drain pipe, and intake pool is arranged at charge for remittance canal downstream, and pump house is arranged on intake pool downstream, steel pipe pass through pump house with
Intake pool is connected.
It has been evenly arranged grid above described gutter.
The described channel that catchments arranges sediment trapping bank with gutter junction.
Described row's leaching conduit soaks on vertical shaft in row in quincuncial arrangement for 2-3 row.
The beneficial effects of the utility model are:
Compared with prior art, using the row's soaking system and test that catchments described in the utility model, meeting surface water drain requirement
While, in row's leaching shaft perimeter setting row's leaching conduit, substantially increase subsoil water row's leaching effect and row's leaching dynamics, for reduction
Flood season level of ground water has good effect, also functions to preferable protective action simultaneously for stablizing of watching out for.
Brief description
Fig. 1 is perspective view of the present utility model;
Fig. 2 is transverse sectional view of the present utility model;
Fig. 3 is top view of the present utility model;
Fig. 4 is end face structure schematic diagram of the present utility model;
Fig. 5 is the sectional view of row's leaching vertical shaft in this utility model;
Fig. 6 is the structural representation of pumping plant in this utility model;
Fig. 7 is this utility model embodiment schematic diagram.
In figure:1- gutter, 2- row's leaching vertical shaft, 3- drain pipe, 4- catchments channel, 5- pumping plant, 6- flood bank, 7- river course,
8- filtrate, 101- grid, 201- row's leaching conduit, 202- sand-free concrete tube, 203- geotextiles filter screen, 204- drainage gauze pad,
401- sediment trapping bank, 501- charge for remittance canal, 502- intake pool, 503- pump house, 504- steel pipe.
Specific embodiment
The technical solution of the utility model be described further below, but claimed scope be not limited to described.
As shown in Figures 1 to 6, one kind is catchmented row's soaking system and test, including gutter 1, draining shaft 2, drain pipe 3 and braiding channel
Road 4, described draining shaft 2 is connected with gutter 1 and drain pipe 3 respectively, and the described channel 4 that catchments is connected with gutter 1, described row
Row's leaching conduit 201 that some length do not wait is disposed with water vertical shaft 2, described row's leaching vertical shaft 2 includes sand-free concrete tube 202, soil
Work cloth filter screen 203 and drainage gauze pad 204, wherein, geotextiles filter screen 203 is wrapped in outside sand-free concrete tube 202, drainage gauze pad
204 are wrapped in outside geotextiles filter screen 203, and described row leaching conduit 201 is arranged perpendicular to sand-free concrete tube 202, and with no sand
The internal connection of pipe of concrete 202.Prevent fine particle by being wrapped in the geotextiles filter screen 203 in sand-free concrete tube 202 outside
The tube wall of blocking sand-free concrete tube 202;Larger diameter granule alluvial blocking sand-free concrete tube is prevented by drainage gauze pad 204
202, pass through setting row's leaching conduit 201 simultaneously and reach preferable row's leaching effect.
The described row's soaking system and test that catchments also includes pumping plant 5, wherein pumping plant 5 by charge for remittance canal 501, intake pool 502, pump house 503 and
Steel pipe 504 forms, and charge for remittance canal 501 is connected with drain pipe 3, and intake pool 502 is arranged at charge for remittance canal 501 downstream, and pump house 503 is arranged
In intake pool 502 downstream, steel pipe 504 is connected with intake pool 502 by pump house 503.Using the technical program, as shown in fig. 6, converging
Water enters in river course 7 eventually through steel pipe 504.
It has been evenly arranged grid 101 above described gutter 1., prevent debris from entering gutter 1.
The described channel 4 that catchments arranges sediment trapping bank 401 with gutter 1 junction.Stop mud, what sand drift in the channel 4 that catchments
Enter gutter 1.
Described row's leaching conduit 201 soaks on vertical shaft 2 in row in quincuncial arrangement for 2-3 row.
As shown in fig. 7, the row's soaking system and test that catchments described in the utility model, in construction, is implemented essentially according to following steps:
(1) bury drain pipe:First in the embedded drain pipe 3 of flood bank 6 rear side, drain pipe 3 passes through row's leaching vertical shaft 2 and ground
Gutter 1 be connected;
(2) lay filtrate:Above drain pipe 3 and row leaching vertical shaft 2 periphery laying filtrate 8, make the surface water naturally penetrate into row
Leaching vertical shaft 2;
(3) arrangement row leaching conduit:Row leaching vertical shaft 2 periphery setting 2~3 rows row leaching conduits 201, vertical array pitch be 1m~
3m, in quincuncial arrangement, circumferential distance is 60 °, and upper strata row's leaching conduit 201 length is 5m~8m, lower floor row leaching conduit 201 length
For 8m~10m, aperture is 50mm~150mm;
(4) arrange the channel that catchments:The channel 4 that will catchment is arranged in ground, and connects gutter 1, and the surface water is merged into row
Ditch 1, and drain pipe 3 is finally imported by row's leaching vertical shaft 2, channel 4 following current of catchmenting to spacing 50m~100m, or according to landform
Build;
(5) sediment trapping bank is set:Catchmenting, channel 4 arranges sediment trapping bank 401 with gutter 1 junction, stops the channel 401 that catchments
Interior mud, what sand drift enter gutter 1;
(6) arrange grid:Arrange grid 101 above gutter 1, prevent debris from entering gutter 1;
(7) sand-free concrete tube is installed:Before sand-free concrete tube 202 is installed, geotextiles filter screen 203 is wrapped up in outside first,
Prevent fine particle blocking non-fine concrete tube wall 202;
(8) wrap up drainage gauze pad:In geotextiles filter screen 203 outside parcel drainage gauze pad 204, and it is fixed;
(9) arrange pumping plant:Pumping plant 5 is made up of charge for remittance canal 501, intake pool 502, pump house 503 and 504 steel pipes, converges the most at last
Water is entered in river course 7 by steel pipe 504;
(10) catchment in drain pipe 3 and be finally connected with pumping plant 5 front side charge for remittance canal 501.
Claims (5)
1. one kind catchment row soaking system and test it is characterised in that:Including gutter (1), draining shaft (2), drain pipe (3) and braiding channel
Road (4), described draining shaft (2) is connected with gutter (1) and drain pipe (3) respectively, the described channel that catchments (4) and gutter
(1) it is connected, described draining shaft (2) is disposed with row's leaching conduit (201) that some length do not wait, described row's leaching vertical shaft (2) bag
Include sand-free concrete tube (202), geotextiles filter screen (203) and drainage gauze pad (204), wherein, geotextiles filter screen (203) is wrapped in
Sand-free concrete tube (202) is outside, and drainage gauze pad (204) is wrapped in geotextiles filter screen (203) outside, and described row soaks conduit
(201) arrange perpendicular to sand-free concrete tube (202), and connect with inside sand-free concrete tube (202).
2. one kind according to claim 1 catchment row soaking system and test it is characterised in that:The described row's soaking system and test that catchments also includes pump
Stand (5), wherein pumping plant (5) is made up of charge for remittance canal (501), intake pool (502), pump house (503) and steel pipe (504), charge for remittance canal
(501) it is connected with drain pipe (3), intake pool (502) is arranged at charge for remittance canal (501) downstream, pump house (503) is arranged on intake pool
(502) downstream, steel pipe (504) is connected with intake pool (502) by pump house (503).
3. one kind according to claim 1 catchment row soaking system and test it is characterised in that:Uniform cloth above described gutter (1)
It is equipped with grid (101).
4. one kind according to claim 1 catchment row soaking system and test it is characterised in that:The described channel that catchments (4) and gutter
(1) junction setting sediment trapping bank (401).
5. one kind according to claim 1 catchment row soaking system and test it is characterised in that:Described row's leaching conduit (201) is arranged for 2-3
In quincuncial arrangement on row's leaching vertical shaft (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620941909.1U CN205935147U (en) | 2016-08-25 | 2016-08-25 | Water collecting, draining and leaching system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620941909.1U CN205935147U (en) | 2016-08-25 | 2016-08-25 | Water collecting, draining and leaching system |
Publications (1)
Publication Number | Publication Date |
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CN205935147U true CN205935147U (en) | 2017-02-08 |
Family
ID=57952868
Family Applications (1)
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CN201620941909.1U Active CN205935147U (en) | 2016-08-25 | 2016-08-25 | Water collecting, draining and leaching system |
Country Status (1)
Country | Link |
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CN (1) | CN205935147U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106193249A (en) * | 2016-08-25 | 2016-12-07 | 中国电建集团贵阳勘测设计研究院有限公司 | Water collecting and leaching system and construction method thereof |
CN106884472A (en) * | 2017-04-12 | 2017-06-23 | 安徽新宇生态园林股份有限公司 | A kind of pipeline circulating municipal sewage processing system |
-
2016
- 2016-08-25 CN CN201620941909.1U patent/CN205935147U/en active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106193249A (en) * | 2016-08-25 | 2016-12-07 | 中国电建集团贵阳勘测设计研究院有限公司 | Water collecting and leaching system and construction method thereof |
WO2018036317A1 (en) * | 2016-08-25 | 2018-03-01 | 中国电建集团贵阳勘测设计研究院有限公司 | Water collecting and draining system, and construction method thereof |
CN106884472A (en) * | 2017-04-12 | 2017-06-23 | 安徽新宇生态园林股份有限公司 | A kind of pipeline circulating municipal sewage processing system |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant |