CN204897690U - Drying bed that bed mud was dealt with is dredged in river course or lake - Google Patents
Drying bed that bed mud was dealt with is dredged in river course or lake Download PDFInfo
- Publication number
- CN204897690U CN204897690U CN201520621818.5U CN201520621818U CN204897690U CN 204897690 U CN204897690 U CN 204897690U CN 201520621818 U CN201520621818 U CN 201520621818U CN 204897690 U CN204897690 U CN 204897690U
- Authority
- CN
- China
- Prior art keywords
- bed
- mud
- river course
- lake
- dredged
- 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.)
- Active
Links
- 238000001035 drying Methods 0.000 title claims abstract description 28
- 238000001914 filtration Methods 0.000 claims abstract description 11
- 239000002689 soil Substances 0.000 claims description 8
- 239000002245 particle Substances 0.000 claims description 5
- 239000004743 Polypropylene Substances 0.000 claims description 3
- 239000006004 Quartz sand Substances 0.000 claims description 3
- 238000009940 knitting Methods 0.000 claims description 3
- -1 polypropylene Polymers 0.000 claims description 3
- 229920001155 polypropylene Polymers 0.000 claims description 3
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 3
- 239000007788 liquid Substances 0.000 abstract 1
- 230000002265 prevention Effects 0.000 abstract 1
- 239000010802 sludge Substances 0.000 abstract 1
- 238000000034 method Methods 0.000 description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 238000006297 dehydration reaction Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000010865 sewage Substances 0.000 description 3
- 210000003608 Feces Anatomy 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000035558 fertility Effects 0.000 description 2
- 239000000706 filtrate Substances 0.000 description 2
- 239000010871 livestock manure Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 235000015097 nutrients Nutrition 0.000 description 2
- 238000001556 precipitation Methods 0.000 description 2
- SVPXDRXYRYOSEX-UHFFFAOYSA-N Bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 229910052793 cadmium Inorganic materials 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 229910052804 chromium Inorganic materials 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 229910052570 clay Inorganic materials 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 230000004059 degradation Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 229910052745 lead Inorganic materials 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 238000007639 printing Methods 0.000 description 1
- 238000005070 sampling Methods 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000006228 supernatant Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
Abstract
The utility model discloses a drying bed that bed mud was dealt with is dredged in river course or lake, the bed mud drying bed is provided with all around and encloses low bank between fields (1), it is equipped with prevention of seepage geomembrane (2) to enclose low bank between fields (1) inside wall, layer (8) is stored up from the bed mud that the bottom up was equipped with french drain barrier layer (3), french drain (4), mud mattress layer (6), mud bed filter layer (7) in proper order and was used for stacking the bed mud to the bed mud drying bed, be equipped with filtration liquid collecting pipe (5) in french drain (4). This sludge drying field is arranged in stacking and clears up the bed mud of coming out with handling from river course or lake, makes it not lead to the fact the pollution to the environment to can reuse.
Description
Technical field
The utility model belongs to river and lake pollution administers field, refers to the drying bed dredging sediment in a kind of river course or lake further.
Background technology
River course is the important carrier of civilization continuity and Economic development, and being the important component part of harmony between man and nature coexistence, is also one of mark of city quality.In recent years, along with China's economic liftoff, urbanization paces are accelerated, and cities and towns blowdown flow rate increases, and many town rivers are subject to severe contamination, black smelly outstanding problem.
The primary pollution source in river course or lake is: 1. sanitary sewage; 2. rainwash; 3. domestic refuse; 4. pollution form construction; 5. polluted bed mud.Be embodied in: littoral sanitary sewage is seriously omitted in printing, and part of contaminated water directly enters river; River water poor fluidity, water quality deterioration; Embankment population hardening, lacks ecological property; It is high that domestic refuse enters river rate; Building waste water, waste material enter river; Ecosystem degradation etc.
Due to above-mentioned environmental problem, the bed mud in river and lake is caused to deposit seriously.What form due to bed mud and river is the balanced body of a two-phase, and pollutent interacts between, affect; If pollution concentration is too high in bed mud, the pollutent in bed mud certainly will be caused to discharge, affect water quality.
Especially some river alongshore has the area of industry park, and it mainly pollutes for organic matter, TP, TN, Cu, Pb, Zn, Cd, Cr etc.
The pollutent produced in the alluvial deposit that river or bottom mud in lake mainly bring from river and soil erosion around and industrialization in recent years and Development of China's Urbanization, from some sampling sample analysis result, the superiors are by people's Activity Effects in recent years and the sediment layer produced, because the time formed is shorter, water ratio is higher, and density and hardness is relatively little.Sediment layer is the relatively large sediment layer of one deck density, hardness that silt, pollution substance and some impurity in effluent stream and lake are formed through depositing for many years in river bed.
One of major measure of river course or Water Environment In Lakes comprehensive improvement is dredged river course or bottom mud in lake exactly, and river course or lake dredging play positive effect in river course or lake treatment process.At present, the dredging method in river course or lake is comprised drain that pool is manually dredged, not drainage machinery dredging, slush pump hydraulicking unit do pool dredging, Jet Dredging dredger dredging, air-powered pump desilting etc.
But the bed mud of cleaning process does not at present process substantially, is generally direct stacking, or direct landfill disposal, secondary pollution is caused to environment.
Utility model content
For the deficiencies in the prior art, the purpose of this utility model be to provide a kind of there is special construction design a kind of river course or lake dredge the drying bed of sediment, for stacking and processing the bed mud cleared from river course or lake, make it not to environment, and can again utilize.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is:
The drying bed of sediment is dredged in a kind of river course or lake, described bed mud drying bed surrounding is provided with encloses low bank between fields, the described low bank between fields inner side-wall that encloses is provided with anti-seepage geomembrane, described bed mud drying bed is up provided with french drain impervious barrier, french drain, mud mattress layer, mud bed filtering layer and the bed mud for stacking bed mud successively and stores up layer from bottom, be provided with leachate collection pipe in described french drain.
Described enclose low bank between fields be preferably knitting bagged soil ramp type enclose low bank between fields.
Described anti-seepage geomembrane is preferably polypropylene anti-seepage geomembrane.Described anti-seepage geomembrane prevents the pollutent in bed mud from spreading to the soil of bed mud drying bed surrounding.
The rubble of preferred filling 30 ~ 50mm in described french drain, described french drain cross section is trapezoidal, and upper width is greater than lower width.
The described preferred both sides of leachate collection pipe interlock perforate, and pitch-row is 100mm-150mm, and aperture is 15mm-20mm, are convenient to collect filtrate.
Described mud mattress layer is preferably the gravel bed of particle diameter at 4 ~ 8mm, the thickness 200mm-300mm of described mud mattress layer.
Described mud bed filtering layer is preferably the quartz sand layer of particle diameter between 1 ~ 2mm, and the thickness of described mud bed filtering layer is 250mm-350mm.
Bed mud can be stacked at bed mud to store up layer and carry out nature mummification dehydration, preferably the bed mud after interpolation properties-correcting agent is stored up layer at bed mud and carry out nature mummification dehydration, such process bed mud can not cause secondary pollution, bed mud after process can be used as the base manure in forest land and topdress, nutrient needed for arboreal growth can not only be provided, improve forest production, and can soil be improved, increase soil fertility, accomplish forest land resource.
Described leachate collection pipe can be connected with settling tank, recycles after being convenient to that the filtrate of collection is carried out precipitation process further.
Accompanying drawing explanation
Fig. 1 is the structural representation that the drying bed of sediment is dredged in river course or lake;
Wherein, 1 is enclose low bank between fields, and 2 is anti-seepage geomembranes, and 3 is french drain impervious barriers, and 4 is french drains, and 5 is leachate collection pipes, and 6 is mud mattress layers, and 7 is mud bed filtering layers, and 8 is that bed mud stores up layer, and 9 is settling tanks.
Embodiment
Below in conjunction with embodiment, the utility model is described further.
As shown in Figure 1, the drying bed of sediment is dredged in a kind of river course or lake, described bed mud drying bed surrounding is provided with encloses low bank between fields 1, described low bank between fields 1 inner side-wall that encloses is provided with anti-seepage geomembrane 2, the drying bed that sediment is dredged in described river course or lake is up provided with french drain impervious barrier 3, french drain 4, mud mattress layer 6, mud bed filtering layer 7 and the bed mud for stacking bed mud successively and stores up layer 8 from bottom, be provided with leachate collection pipe 5 in described french drain 4.
Further describe its structure, described bed mud drying bed, surrounding is provided with encloses low bank between fields 1, selects 500 × 400mm knitting bagged soil ramp type to enclose low bank between fields, encloses low bank between fields top width 1000mm, bottom width 2000mm.Enclose the polypropylene anti-seepage geomembrane 2 laying 250g/ ㎡ inside low bank between fields.Described french drain impervious barrier by clay and wilkinite by volume 6:4 mix, be highly 300mm.Filling 30 ~ 50mm rubble in described french drain 4, french drain cross section is trapezoidal, lower wide 1000mm, upper wide 2000mm, height 600mm.Described leachate collection pipe 5, caliber is DN150mm, and become both sides, 60 degree of angles to interlock perforate at the tube hub straight line that lets droop, pitch-row is 100mm, and aperture is 15mm.Described its grain size of gravel of mud mattress layer 64 ~ 8mm, thickness 200mm.Described mud bed filtering layer 7, its quartz sand particle size 1 ~ 2mm, thickness 300mm.
Bed mud can be stacked at bed mud to store up layer 8 and carry out nature mummification dehydration, preferably the bed mud after interpolation properties-correcting agent is stored up layer 8 at bed mud and carry out nature mummification dehydration, then be used as the base manure in forest land and topdress, nutrient needed for arboreal growth can not only be provided, improve forest production, and can soil be improved, increase soil fertility, accomplish forest land resource.
Percolate after filtration enters settling tank 9 after leachate collection pipe 5 is collected, and supernatant liquor after precipitation enters municipal sewage system, and glaur returns stacking drying bed.
Claims (8)
1. the drying bed of sediment is dredged in a river course or lake, it is characterized in that, described bed mud drying bed surrounding is provided with encloses low bank between fields (1), described low bank between fields (1) inner side-wall that encloses is provided with anti-seepage geomembrane (2), described bed mud drying bed is up provided with french drain impervious barrier (3), french drain (4), mud mattress layer (6), mud bed filtering layer (7) and the bed mud for stacking bed mud successively and stores up layer (8) from bottom, be provided with leachate collection pipe (5) in described french drain (4).
2. the drying bed of sediment is dredged in river course or lake according to claim 1, it is characterized in that, described in enclose low bank between fields (1) for knitting bagged soil ramp type enclose low bank between fields.
3. the drying bed of sediment is dredged in river course or lake according to claim 1, it is characterized in that, described anti-seepage geomembrane (2) is polypropylene anti-seepage geomembrane.
4. the drying bed of sediment is dredged in river course or lake according to claim 1, it is characterized in that, the rubble of the interior filling 30 ~ 50mm of described french drain (4), described french drain cross section is trapezoidal, and upper width is greater than lower width.
5. the drying bed of sediment is dredged in river course or lake according to claim 1, it is characterized in that, described leachate collection pipe (5) both sides interlock perforate, and pitch-row is 100mm-150mm, and aperture is 15mm-20mm.
6. the drying bed of sediment is dredged in river course or lake according to claim 1, it is characterized in that, described mud mattress layer (6) for particle diameter is at the gravel bed of 4 ~ 8mm, the thickness 200mm-300mm of described mud mattress layer (6).
7. the drying bed of sediment is dredged in river course or lake according to claim 1, it is characterized in that, described mud bed filtering layer (7) is the quartz sand layer of particle diameter between 1 ~ 2mm, and the thickness of described mud bed filtering layer (7) is 250mm-350mm.
8. dredge the drying bed of sediment according to the described river course of one of claim 1-7 or lake, it is characterized in that, described leachate collection pipe (5) is connected with settling tank (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520621818.5U CN204897690U (en) | 2015-08-18 | 2015-08-18 | Drying bed that bed mud was dealt with is dredged in river course or lake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520621818.5U CN204897690U (en) | 2015-08-18 | 2015-08-18 | Drying bed that bed mud was dealt with is dredged in river course or lake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204897690U true CN204897690U (en) | 2015-12-23 |
Family
ID=54919882
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520621818.5U Active CN204897690U (en) | 2015-08-18 | 2015-08-18 | Drying bed that bed mud was dealt with is dredged in river course or lake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204897690U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108911450A (en) * | 2018-09-20 | 2018-11-30 | 杭州国泰环保科技股份有限公司 | Sludge concentrator |
| CN110590103A (en) * | 2019-08-27 | 2019-12-20 | 江苏水工建设有限公司 | Bottom mud restoration and treatment method for urban black and odorous riverway |
| CN110845103A (en) * | 2019-12-17 | 2020-02-28 | 河南省地质环境规划设计院有限公司 | Heavy metal polluted river bottom mud treatment method |
-
2015
- 2015-08-18 CN CN201520621818.5U patent/CN204897690U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108911450A (en) * | 2018-09-20 | 2018-11-30 | 杭州国泰环保科技股份有限公司 | Sludge concentrator |
| CN110590103A (en) * | 2019-08-27 | 2019-12-20 | 江苏水工建设有限公司 | Bottom mud restoration and treatment method for urban black and odorous riverway |
| CN110845103A (en) * | 2019-12-17 | 2020-02-28 | 河南省地质环境规划设计院有限公司 | Heavy metal polluted river bottom mud treatment method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105155463B (en) | A kind of river course or the ecological dredging processing method in lake | |
| CN101705680B (en) | Construction method of stock dump capable of accelerating dehydration and drying process of dredging deposited sludge | |
| CN102644302B (en) | Sludge processing system for watercourses and lakes and processing method thereof | |
| CN103334469A (en) | Processing system and processing technology for removing river pollution bottom silt in central urban area | |
| WO2020253797A1 (en) | Integrated shore zone system for on-site treatment of river and lake sludge, and use therefof | |
| CN204897690U (en) | Drying bed that bed mud was dealt with is dredged in river course or lake | |
| CN111908748A (en) | River channel dredging method | |
| CN203498891U (en) | Treatment system for removing polluted bed mud in river channel of central urban area | |
| CN109797839B (en) | Urban road gutter inlet efficient sewage interception device and sewage interception operation method | |
| CN106430597B (en) | A kind of anti-clogging artificial wet land system | |
| CN208917765U (en) | A kind of river levee levee body landfill device suitable for river polluted bed mud | |
| CN101624839B (en) | Method for comprehensively discharging accumulated water of underpass roads by filtering infiltration pond | |
| CN101624840B (en) | Method for comprehensively discharging accumulated water of underpass roads by deep layer of filtering settling pond | |
| CN110303022B (en) | Anti-seepage pollution household garbage landfill system and method | |
| CN203613628U (en) | LID-idea-based hydraulic reclamation harbor district coal storage yard rainwater treatment system | |
| CN206512818U (en) | A kind of plastic stone rockery construction waste water drainage system device | |
| CN214545456U (en) | Ecological remediation system of river and lake sludge storage yard based on sponge city idea | |
| CN204661517U (en) | The dredging of seasonal stream heavy metal polluted bed mud and dystopy governing system | |
| RU2604492C1 (en) | Method of cleaning water bodies from alluviums | |
| CN107200461A (en) | A kind of process for treating sludge | |
| CN204225257U (en) | A kind of environment-friendly type prefabricated pair of case deep hole type catch pit | |
| CN215669709U (en) | Landfill yard closing drainage system with good drainage effect | |
| CN216457451U (en) | River channel dredging polluted soil storage and disposal structure | |
| CN211714076U (en) | River channel desilting sediment regeneration system | |
| CN217232133U (en) | Leachate collecting system applied to simple household garbage landfill |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 410000 Hunan province Changsha hi tech Development Zone, Lu Tin Road No. 8 Building 2030 unit 5 Oaks Patentee after: Hunan Aibulu environmental Polytron Technologies Inc Address before: 410015 Hunan province Changsha labor Road No. 208 Metro landmark Valin 4A layer Patentee before: HUNAN AIRBLUER ENVIRONMENTAL PROTECTION TECHNOLOGY CO., LTD. |