CN105155463B - A kind of river course or the ecological dredging processing method in lake - Google Patents

A kind of river course or the ecological dredging processing method in lake Download PDF

Info

Publication number
CN105155463B
CN105155463B CN201510507326.8A CN201510507326A CN105155463B CN 105155463 B CN105155463 B CN 105155463B CN 201510507326 A CN201510507326 A CN 201510507326A CN 105155463 B CN105155463 B CN 105155463B
Authority
CN
China
Prior art keywords
ecological
layer
bed
mud
river course
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
Application number
CN201510507326.8A
Other languages
Chinese (zh)
Other versions
CN105155463A (en
Inventor
钟儒波
游建军
胡志鑫
唐传祥
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.)
Hunan Aibulu environmental Polytron Technologies Inc
Original Assignee
HUNAN AIRBLUER ENVIRONMENTAL PROTECTION TECHNOLOGY Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by HUNAN AIRBLUER ENVIRONMENTAL PROTECTION TECHNOLOGY Co Ltd filed Critical HUNAN AIRBLUER ENVIRONMENTAL PROTECTION TECHNOLOGY Co Ltd
Priority to CN201510507326.8A priority Critical patent/CN105155463B/en
Publication of CN105155463A publication Critical patent/CN105155463A/en
Application granted granted Critical
Publication of CN105155463B publication Critical patent/CN105155463B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins

Landscapes

  • Treatment Of Sludge (AREA)

Abstract

The invention discloses the ecological dredging processing method in a kind of river course or lake, including:(1)Bed mud excavates and drying and other treatment;(2)Riverbed after dredging bed mud is up sequentially provided with supporting layer, transition zone, conversion zone, safe coatings, form potamobenthos film recovery system;(3)Riverbank and river levee are carried out with process and forms ecological shore protection system.Under the present invention background that bed mud is contaminated in river course aquatic ecosystem, the Ecological Restoration Project that application and development ecological theory is implemented, its essence is that " Ecological niche " of the sustainable development to solve river course and lake with engineering, environment, ecologic facies combination is repaired.

Description

A kind of river course or the ecological dredging processing method in lake
Technical field
The invention belongs to field is administered with lake pollution in river, refer to further at a kind of river course or the ecological dredging in lake Reason method.
Background technology
River course is the important carrier that civilization continues with economic development, is the important component part of harmony between man and nature coexistence, It is also one of mark of city quality.In recent years, with China's economic liftoff, urbanization paces are accelerated, and cities and towns blowdown flow rate increases, Many town rivers are heavily contaminated, black smelly outstanding problem.
River course with the primary pollution source in lake is:1. sanitary sewage;2. rainwash;3. house refuse;4. pollution form construction; 5. polluted bed mud.It is 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;It is high that house refuse enters river rate;Building waste water, waste material enter river;Ecosystem System degeneration etc..
Due to above-mentioned environmental problem, river and the bed mud in lake is caused to deposit seriously.Due to bed mud and river composition It is the balanced body of a two-phase, pollutant between interact, affect;If pollution concentration is too high in bed mud, certainly will Cause the pollutant in bed mud can discharge, affect water quality.
Especially some river alongshores have the area of industry park, its mainly pollute for organic matter, TP, TN, Cu, Pb, Zn, Cd, Cr etc..
Alluvial deposits that river and bottom mud in lake bring essentially from river around and soil erosion and industrialization in recent years and The pollutant producing in Development of China's Urbanization, knowable to some sampling sample analysis results, the superiors are by the activity of people in recent years The sediment layer affecting and producing, the time due to being formed is shorter, and moisture content is higher, and density and hardness is relatively small.Sediment layer is One layer of density, the hardness being formed through deposition for many years in river bed by the silt in river and lake, polluter and some impurity Relatively large sediment layer.The bed mud that cleaning is processed at present is not processed substantially, usually directly stacks, or directly fills out Bury process, secondary pollution is caused to environment.
One of river course and major measure of Water Environment In Lakes comprehensive improvement are exactly that river course is dredged with bottom mud in lake, river Road plays positive effect with lake dredging during river course with lake treatment.At present, the dredging side to river course and lake Method include draining pool manually dredge, not drainage machinery dredging, slush pump hydraulicking unit does pool dredging, Jet Dredging is dredged Ship dredging, air-powered pump desilting etc..Although these methods play positive effect in terms of river course with lake pollution regulation, for When dredging amount is larger, a large amount of plant equipment need to be put into manually, construction intensity and labor strength are big, and management is inconvenient, in fact Apply difficulty big.And above-mentioned dredging method is merely resting in the aspect of traditional common engineering dredging, does not examine Consider and combine the sustainable development to solve river course and water body in lake or claim the reparation of " Ecological niche " to ask with engineering, environment, ecologic facies Topic.
Related names are explained:Plant cover concrete refers to can adapt to green plantss growth and have certain safeguard function Concrete and its product.
Ecotypic Stone Mesh-box is to be widely used in traffic, water conservancy, municipal administration, gardens in recent years, in the engineering project such as water and soil conservation A kind of new material structure.Ecotypic Stone Mesh-box is made according to different requirements by ecological grid.
Ecological grid is by the high zinc-coated wire of low-carbon (LC) high-strength for corrosion-resisting wear-proof or 5% aluminum-zinc rare earth alloy coating wire(Or Homogeneity coated polymer steel wire), it is woven into the mesh sheet of five hinge shapes, hexagon mesh, the length of its two-wire hinge portions by machinery 5cm should be not less than, not destroy the protective coating of steel wire.Ecological grid can be assembled into boxes and baskets according to engineering design requirements, and fills Link into an integrated entity after entering the inserts such as block stone, be used as the new technique of the engineerings such as dyke, subgrade protection.
Content of the invention
For the deficiencies in the prior art, the present invention provides a kind of ecological dredging process side distinguishing with Traditional project dredging Method, it is under the background that bed mud is contaminated in river course aquatic ecosystem, the restoration of the ecosystem that application and development ecological theory is implemented Engineering, its essence is to be solved " Ecological niche " of the sustainable development in river course and lake and to be repaiied with engineering, environment, ecologic facies combination Multiple.
For solving above-mentioned technical problem, the technical solution adopted in the present invention is:
A kind of river course or the ecological dredging processing method in lake, including the process to bed mud, riverbed and river levee riverbank, have Body comprises the following steps:
(1)With interim dam, river course is separated into multiple cofferdam, the bed mud in cofferdam is dug out, add modified in bed mud Agent is modified, removes the heavy metal ion in bed mud, is then transported to after bed mud stacking drying bed carries out drying and other treatment and recycles;Institute State bed mud and stack drying bed surrounding and be provided with and enclose low bank between fields, described low bank between fields medial wall of enclosing is provided with anti-seepage geomembrane, and described bed mud stacks mummification Field is up sequentially provided with french drain impervious barrier, french drain, mud mattress layer, mud bed filter layer and the bed mud for stacking bed mud from bottom Store up layer, in described french drain, be provided with leachate collection pipe;
(2)Riverbed after dredging bed mud is up sequentially provided with supporting layer, transition zone, conversion zone, safe coatings, form Potamobenthos film recovery system;
(3)It is provided with staged Ecotypic Stone Mesh-box in the bottom of river levee, described staged Ecotypic Stone Mesh-box surface is earth backing layer, described Bank slope face is provided with eco-concrete layer, and the bottom of described eco-concrete layer is connected with described staged Ecotypic Stone Mesh-box; It is emergent aquactic plant vegetable layer on described earth backing layer and described eco-concrete layer, shield is planted in the dike face Shang Youdi face of described river levee Layer, forms ecological shore protection system.
Emergent aquactic plant Rhizoma Acori Graminei is preferably planted on gabion earth backing layer and eco-concrete, Lagerstroemia indica L. is preferably planted in dike face.
Step(1)Described modifying agent is preferably flyash, and the consumption of described flyash is preferably the 0.08- of bed mud quality 0.12 times.Flyash contains the nutrient of the crops needs such as substantial amounts of soluble silicon, calcium, magnesium, phosphorus;In addition, flyash contains There is Al2O3, CaO isoreactivity material, can remove in river bottom mud containing heavy metal ion.
Step(1)Described anti-seepage geomembrane is preferably polypropylene anti-seepage geomembrane.
Step(1)The described french drain preferably rubble of interior filling 30 ~ 50mm, described french drain cross section is trapezoidal, upper width More than lower width.
Step(1)The preferred both sides of described leachate collection pipe interlock perforate, and pitch-row is 100mm-150 mm, and aperture is 15 mm -20 mm.
Step(1)Described mud mattress layer is preferably the gravel layer in 4 ~ 8mm for the particle diameter, the thickness 200mm- of described mud mattress layer 300mm.
Step(1)Described mud bed filter layer is preferably quartz sand layer between 1 ~ 2mm for the particle diameter, described mud bed filter layer Thickness is 250mm-350mm.
Step(1)Described leachate collection pipe is preferably connected with sedimentation tank.It is easy to the filtrate of collection is sunk further Shallow lake recycles after processing.
Step(2)Described supporting layer is preferably gravel between 8mm ~ 16mm for the particle diameter, and the thickness of described supporting layer is 100mm-200 mm.
Step(2)Described transition zone is preferably gravel between 4mm ~ 8mm for the particle diameter, and the thickness of described transition zone is 100mm-200 mm.
Step(2)Described conversion zone is preferably cobble between 2 ~ 4mm for the particle diameter, and the thickness of described conversion zone is 100mm- 200 mm.
Step(2)Described safe coatings are preferably quartz sand layer between 0.9mm ~ 1.5mm for the particle diameter, and described safety is covered The thickness of cap rock is 100mm-200 mm.
Step(3)Described staged Ecotypic Stone Mesh-box preferably height is 400mm -500mm, and width is 400mm -500mm, long Spend for 2000mm-2500mm, cylinder mould aperture is the block stone with diameter greater than 80mm for the filling in 60 mm ~ 80mm, cylinder mould.
Compared with prior art, the innovation of the present invention is:
1st, the ecological dredging processing method in the river course of the present invention or lake, using engineering measure, by the dredging of bed mud Outside possibly the pollutant storing up in this layer being removed water body greatly, remove the endogenous of polluted-water, reduce pollutants in sediments Release to water body;Using Ecological Measures, to improve water zoology cycle, the degeneration of containment stability of river channel, and it is Aquatic Ecosystem 2 The recovery of system creates conditions.
The bed mud dredged is modified with the method adding flyash, and modified bed mud can be used for the base manure in forest land and chases after Fertilizer, is not only provided that the nutrient required for arboreal growth, improves forest production, and can be increase soil fertility with improved soil, Accomplish forest land resource.
Described bed mud is stacked drying bed and bed mud can be stacked at bed mud and store up layer and carries out nature mummification dehydration, preferably will add Plus the bed mud after modifying agent stores up layer in bed mud and carry out nature mummification dehydration, so process bed mud and do not result in secondary pollution.
2nd, the present invention adopts Ecological Measures, to improve water zoology cycle, the degeneration of containment stability of river channel, and is Ecology The recovery of system creates conditions.Eco-concrete on described riverbank can grow small-sized straw or like vegetable, and can grow large-scale algae Class, provides more vivospheries for microorganism, meiofauna simultaneously.
3rd, described be up sequentially provided with supporting layer, transition zone, conversion zone, safe coatings from riverbed, form potamobenthos The recovery of film, in addition to the function that safety covers, also can be produced contact precipitation, absorption and oxygenolysiss to reasonable, be come with this Improve water quality, repair the ecological environment of water body.
Brief description
Fig. 1 dredges annexation schematic diagram for the present invention's;
Fig. 2 is the sectional schematic diagram of the bed mud stacking drying bed of the present invention;
Fig. 3 is the sectional schematic diagram of the ecological shore protection system of the present invention;
Fig. 4 is the sectional schematic diagram of the potamobenthos film recovery system of the present invention;
In in figure
The interim dam of 1-;2- cofferdam;3- Veritical mud pump;4- excavator;5- forklift;6 belt conveyors;7- batch charger; 8- dump truck;9- bed mud stacks drying bed;9-1- encloses low bank between fields;9-2- anti-seepage geomembrane;9-3- french drain impervious barrier;9-4- french drain; 9-5- leachate collection pipe;9-6- mud mattress layer;9-7- mud bed filter layer;9-8- bed mud stacks layer;10- sedimentation tank;11- is ecological Shore protection system;11-1- staged Ecotypic Stone Mesh-box;11-2- eco-concrete;11-3- earth backing layer;11-4- emergent aquactic plant layer;11- Sheath is planted in 5- dike face;12- potamobenthos film recovery system;12-1- supporting layer;12-2- transition zone;12-3- conversion zone;12-4- Safe coatings.
Specific embodiments
With reference to example, the present invention is described further
In order to be better understood from the present invention, with reference to embodiment, the present invention is described in more detail.
Embodiment 1
A kind of river course or the ecological dredging processing method in lake, including the process to bed mud, riverbed and river levee riverbank, have Body comprises the following steps:
(1)With interim dam, river course is separated into multiple cofferdam, the bed mud in cofferdam is dug out, add modified in bed mud Agent is modified, removes the heavy metal ion in bed mud, is then transported to after bed mud stacking drying bed carries out drying and other treatment and recycles;Institute State bed mud and stack drying bed surrounding and be provided with and enclose low bank between fields, described low bank between fields medial wall of enclosing is provided with anti-seepage geomembrane, and described bed mud stacks mummification Field is up sequentially provided with french drain impervious barrier, french drain, mud mattress layer, mud bed filter layer and the bed mud for stacking bed mud from bottom Store up layer, in described french drain, be provided with leachate collection pipe;
(2)Riverbed after dredging bed mud is up sequentially provided with supporting layer, transition zone, conversion zone, safe coatings, form Potamobenthos film recovery system;
(3)It is provided with staged Ecotypic Stone Mesh-box in the bottom of river levee, described staged Ecotypic Stone Mesh-box surface is earth backing layer, described Bank slope face is provided with eco-concrete layer, and the bottom of described eco-concrete layer is connected with described staged Ecotypic Stone Mesh-box; It is emergent aquactic plant vegetable layer on described earth backing layer and described eco-concrete layer, shield is planted in the dike face Shang Youdi face of described river levee Layer, forms ecological shore protection system.
Dredge procedure declaration:
As shown in figure 1, described river bottom mud is dredged dredges method using draining pool machinery, with interim dam 1 by river course It is separated into multiple cofferdam 2, select one of cofferdam Veritical mud pump 3 will dredge river in area first and drain, river is taken out After dry, first with excavator 4, bed mud dug and transport bank, then be attached on belt conveyer 6 with forklift 5, and with batch charger 7 by flyash It is added on belt conveyer with modified to bed mud(Its volume proportion is:Flyash:Bed mud=1:10, flyash contains substantial amounts of The necessary nutrient of the crops such as soluble silicon, calcium, magnesium, phosphorus;In addition, flyash contains Al2O3, CaO isoreactivity material, energy Remove river bottom mud in containing heavy metal ion).Flyash conveys after mixing on belt conveyor by proportioning and river bottom mud To dump truck 8, then bed mud is transported to by dump truck and stacks drying bed 9.
As shown in Figure 2, described bed mud stacks drying bed 9, and surrounding is provided with encloses low bank between fields 9-1, from 500 × 400mm braiding Packeted soil ramp type encloses low bank between fields, encloses low bank between fields top width 1000mm, bottom width 2000mm.Enclose the polypropylene antiseepage soil laying 250g/ inside low bank between fields Work film 9-2.From bottom, up direction is disposed with french drain impervious barrier 9-3 again(Impervious barrier is by clay and bentonite by volume 6:4 mix, highly for 300mm), french drain 9-4(Filling 30 ~ 50mm rubble in french drain, french drain is trapezoidal, lower width 1000mm, Upper width 2000mm, height 600mm), leachate collection pipe 9-5(Caliber is DN150mm, becomes 60 ° of angles in the tube hub straight line that lets droop Both sides interlock perforate, and pitch-row is 100mm, and aperture is 15), mud mattress layer 9-6(Grain size of gravel 4 ~ 8mm, thickness 200mm), mud bed Filter layer 9-7(Quartz sand particle size 1 ~ 2mm, thickness 300mm), bed mud stack layer 9-8(Bed mud carries out nature in stacking drying bed to be done It is used as the base manure in forest land after changing dehydration and topdresses, be not only provided that the nutrient needed for arboreal growth, improve forest production, Er Qieke With improved soil, increase soil fertility, accomplish forest land resource), the percolate after filtration is after leachate collection pipe 9-5 collection Enter sedimentation tank 10, supernatant after precipitation enters municipal sewage system, glar returns stacks drying bed.
From the figure 3, it may be seen that described ecological shore protection system 11, bottom is provided with staged Ecotypic Stone Mesh-box 11-1(Ecotypic Stone Mesh-box Height 500mm, width 400mm, long 2000mm, iron wire cylinder mould uses in aperture 60 ~ 80mm, cylinder mould and loads with diameter greater than 80mm's Block stone).Ecotypic Stone Mesh-box surface is earth backing layer 11-3 planting plants, and Ecotypic Stone Mesh-box is up provided with ramp type infiltration concrete 11-2 To dike face(Eco-concrete selects the concrete prefabricated ball of 300mm, can grow small-sized straw or like vegetable, and can grow large-scale algae Class, provides more vivospheries for microorganism, meiofauna simultaneously);On gabion earth backing layer and eco-concrete, water is endured in plantation Plant Rhizoma Acori Graminei 11-4, sheath 11-5 is planted in dike face.
As shown in Figure 4, described potamobenthos film recovery system 12, the river bed after dredging up is provided with support successively Layer 12-1(Gravel, particle diameter 8 ~ 16mm, thickness is 100mm), transition zone 12-2(Gravel, particle diameter 4 ~ 8mm, thickness is 100mm), anti- Answer layer 12-3(Cobble, particle diameter 2 ~ 4mm, thickness is 100mm), safe coatings 12-4(Quartz sand, particle diameter 0.95 ~ 1.35mm is thick Degree 200mm).
The recovery of potamobenthos film, in addition to the function that safety covers, also can produce contact precipitation, absorption and oxidation to reasonable Decomposition, to improve water quality with this, repairs the ecological environment of water body.
Embodiment 2
With a kind of river course of the present invention or the ecological dredging processing method in lake, the river course in certain city southern is administered. In water quality assessment index before improvement, CODcr, ammonia nitrogen, total nitrogen and total phosphorus are bad V class on all sections, belong to typical " black smelly " river, after administering, eliminates that river is black smelly, river water summer transparency generally improves to 400mm, and winter reaches 600mm, water quality reaches《Reuse of wastewater water for scenic environment use water standard》(GB/T 18921-2002).

Claims (13)

1. the ecological dredging processing method in a kind of river course or lake, is characterized in that, including the place to bed mud, riverbed and river levee Reason, specifically includes following steps:
(1)With interim dam, river course is separated into multiple cofferdam, the bed mud in cofferdam is dug out, add modifying agent to change in bed mud Property, remove the heavy metal ion in bed mud, be then transported to after bed mud stacking drying bed carries out drying and other treatment and recycle;Described bottom Mud is stacked drying bed surrounding and is provided with and encloses low bank between fields, and described low bank between fields medial wall of enclosing is provided with anti-seepage geomembrane, described bed mud stack drying bed from Bottom is up sequentially provided with french drain impervious barrier, french drain, mud mattress layer, mud bed filter layer and stores up for stacking the bed mud of bed mud Layer, is provided with leachate collection pipe in described french drain;
(2)Riverbed after dredging bed mud is up sequentially provided with supporting layer, transition zone, conversion zone, safe coatings, forms river bed Biomembrane recovery system;
(3)It is provided with staged Ecotypic Stone Mesh-box in the bottom of river levee, described staged Ecotypic Stone Mesh-box surface is earth backing layer, described riverbank Slope is provided with eco-concrete layer, and the bottom of described eco-concrete layer is connected with described staged Ecotypic Stone Mesh-box;Described It is emergent aquactic plant vegetable layer on earth backing layer and described eco-concrete layer, sheath, shape are planted in the dike face Shang Youdi face of described river levee Become ecological shore protection system.
2. river course or the ecological of lake dredge processing method according to claim 1, it is characterized in that, step(1)Described modification Agent is flyash, and the consumption of described flyash is 0.08-0.12 times of bed mud quality.
3. river course or the ecological of lake dredge processing method according to claim 1, it is characterized in that, step(1)Described antiseepage Geomembrane is polypropylene anti-seepage geomembrane.
4. river course or the ecological of lake dredge processing method according to claim 1, it is characterized in that, step(1)Described french drain The rubble of interior filling 30 ~ 50mm, described french drain cross section is trapezoidal, and upper width is more than lower width.
5. river course or the ecological of lake dredge processing method according to claim 1, it is characterized in that, step(1)Described diafiltration Liquid collecting pipe both sides interlock perforate, and pitch-row is 100mm-150 mm, and aperture is 15 mm -20 mm.
6. river course or the ecological of lake dredge processing method according to claim 1, it is characterized in that, step(1)Described mud bed Bed course is the gravel layer in 4 ~ 8mm for the particle diameter, the thickness 200mm-300mm of described mud mattress layer.
7. river course or the ecological of lake dredge processing method according to claim 1, it is characterized in that, step(1)Described mud bed Filter layer is quartz sand layer between 1 ~ 2mm for the particle diameter, and the thickness of described mud bed filter layer is 250mm-350mm.
8. river course or the ecological of lake dredge processing method according to claim 1, it is characterized in that, step(1)Described diafiltration Liquid collecting pipe is connected with sedimentation tank.
9. river course or the ecological of lake dredge processing method according to claim 1, it is characterized in that, step(2)Described support Layer is gravel between 8mm ~ 16mm for the particle diameter, and the thickness of described supporting layer is 100mm-200 mm.
10. river course or the ecological of lake dredge processing method according to claim 1, it is characterized in that, step(2)Described transition Layer is gravel between 4mm ~ 8mm for the particle diameter, and the thickness of described transition zone is 100mm-200 mm.
The ecological dredging processing method in 11. river course or lakes according to claim 1, is characterized in that, step(2)Described reaction Layer is cobble between 2 ~ 4mm for the particle diameter, and the thickness of described conversion zone is 100mm-200 mm.
The ecological dredging processing method in 12. river course or lakes according to claim 1, is characterized in that, step(2)Described safety Cover layer is quartz sand layer between 0.9mm ~ 1.5mm for the particle diameter, and the thickness of described safe coatings is 100mm-200 mm.
The ecological dredging processing method in 13. river course or lakes according to claim 1, is characterized in that, step(3)Described ladder Formula Ecotypic Stone Mesh-box height is 400mm -500mm, and width is 400mm -500mm, and length is 2000mm-2500mm, cylinder mould aperture For the block stone with diameter greater than 80mm for the filling in 60 mm ~ 80mm, cylinder mould.
CN201510507326.8A 2015-08-18 2015-08-18 A kind of river course or the ecological dredging processing method in lake Active CN105155463B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510507326.8A CN105155463B (en) 2015-08-18 2015-08-18 A kind of river course or the ecological dredging processing method in lake

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510507326.8A CN105155463B (en) 2015-08-18 2015-08-18 A kind of river course or the ecological dredging processing method in lake

Publications (2)

Publication Number Publication Date
CN105155463A CN105155463A (en) 2015-12-16
CN105155463B true CN105155463B (en) 2017-03-08

Family

ID=54796483

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510507326.8A Active CN105155463B (en) 2015-08-18 2015-08-18 A kind of river course or the ecological dredging processing method in lake

Country Status (1)

Country Link
CN (1) CN105155463B (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106904815A (en) * 2017-02-07 2017-06-30 江苏江达生态环境科技有限公司 A kind of natural water reparation, the method safeguarded
CN106906812B (en) * 2017-03-17 2019-04-19 中国科学院武汉岩土力学研究所 A method of artificial ecologic island is built using river and lake silt
CN108547251A (en) * 2018-04-17 2018-09-18 北京夏都水利工程有限公司 A kind of method that dredging is dug in water conservancy punching
CN109408982B (en) * 2018-11-01 2019-06-14 中国水利水电科学研究院 A kind of big partial size material dredging method
CN110790386A (en) * 2019-10-23 2020-02-14 南京理工大学 Ecological restoration method for steep lake shore zone of shallow lake with polluted bottom mud
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
CN112012160B (en) * 2020-08-05 2022-04-19 兴源环境科技股份有限公司 Environment-friendly dredging method
CN113371956B (en) * 2021-02-10 2022-03-04 中庆建设有限责任公司 Method for treating bottom mud of surface water body
CN113754214A (en) * 2021-09-15 2021-12-07 中建三局第一建设工程有限责任公司 Preparation method of bottom mud covering layer of black and odorous river channel and ecological restoration method of black and odorous river channel

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1081733A (en) * 1992-07-25 1994-02-09 山东省菏泽地区工业经济技术研究中心 River course dry type desilting (excavation) method and equipment
AU2210195A (en) * 1994-04-11 1995-10-30 Lars Leander Eriksson Method and apparatus for extraction of marine sediments
CN1263368C (en) * 2004-02-19 2006-07-12 杨海军 Engineering method of recovering degraduted river bank by reed
CN201458934U (en) * 2009-08-31 2010-05-12 江苏江达生态科技有限公司 River and lake sludge consolidation stock dump
CN102776866B (en) * 2011-05-11 2015-03-04 同济大学 Multi-dimensional filler ecological type protected slope construction method suitable for repairing riverways in towns
CN104803572B (en) * 2015-05-12 2016-08-24 山东省环科院环境工程有限公司 The dredging of ephemeral stream heavy metal polluted bed mud and dystopy administering method and system

Also Published As

Publication number Publication date
CN105155463A (en) 2015-12-16

Similar Documents

Publication Publication Date Title
CN105155463B (en) A kind of river course or the ecological dredging processing method in lake
CN207671771U (en) A kind of sewage treatment plant tail water separated practices exhaust system
Yee et al. Geotextile tube dewatering of contaminated sediments, Tianjin Eco-City, China
CN105401552B (en) A kind of method that salt-alkali shoaly land is transformed into low-pollution water wetland advanced treatment system
CN106906792A (en) Straw biological carbon ecology typed bank revetment and its construction method based on the bed mud utilization of resources
CN102733349A (en) Method for de-silting lake and constructing lake center island
CN103669282A (en) Method for disposing river or lake bottom mud on site
CN111908748A (en) River channel dredging method
CN102107936A (en) Technique for treating remaining water of desilted sediment in Lake Tai
CN204897690U (en) Drying bed that bed mud was dealt with is dredged in river course or lake
CN105350489A (en) Ecological anti-pollution bank slope construction method for river and lake
CN114319455A (en) Full-coverage sealing, environmental treatment and greening process for large-scale refuse landfill
CN213114892U (en) Functional rainwater garden suitable for sponge city
CN210559648U (en) Step multi-section undercurrent artificial wet land treating pool
CN114457855B (en) Sinking type horizontal seepage-proofing and vertical seepage-proofing combined structure
Burt Guidelines for the beneficial use of dredged material
CN211816750U (en) Sponge city rainwater recycling system
CN206800321U (en) Straw biological carbon ecological slope protection
CN110303022B (en) Anti-seepage pollution household garbage landfill system and method
CN109736331B (en) Construction method for building landscape mountain by using sludge and agricultural and forestry wastes
CN101817627A (en) Riverbed base vegetation type unit sash repair method
RU90718U1 (en) DISPOSAL CONSTRUCTION FOR DISPOSAL OF SOLID DOMESTIC WASTE
CN216457451U (en) River channel dredging polluted soil storage and disposal structure
CN112851017B (en) Multifunctional initial rainwater treatment ecological pond system and method
CN113356325B (en) Comprehensive treatment method for water ecological environment of landscape water area

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
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.

CP03 Change of name, title or address