CN111778926A - Anti-scouring falling zone repairing system and repairing method - Google Patents

Anti-scouring falling zone repairing system and repairing method Download PDF

Info

Publication number
CN111778926A
CN111778926A CN202010676999.7A CN202010676999A CN111778926A CN 111778926 A CN111778926 A CN 111778926A CN 202010676999 A CN202010676999 A CN 202010676999A CN 111778926 A CN111778926 A CN 111778926A
Authority
CN
China
Prior art keywords
baffles
net
repairing
hydro
mounting
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.)
Pending
Application number
CN202010676999.7A
Other languages
Chinese (zh)
Inventor
李海英
王鲁海
卢佳
刘晓志
张俊洁
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.)
China Institute of Water Resources and Hydropower Research
Original Assignee
China Institute of Water Resources and Hydropower Research
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 China Institute of Water Resources and Hydropower Research filed Critical China Institute of Water Resources and Hydropower Research
Priority to CN202010676999.7A priority Critical patent/CN111778926A/en
Publication of CN111778926A publication Critical patent/CN111778926A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G9/00Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
    • A01G9/02Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers

Abstract

The invention discloses an anti-scouring and hydro-fluctuation belt repairing system and a repairing method, wherein the repairing system comprises a plurality of baffles which are arranged at intervals, each baffle comprises a plurality of fixing piles, the baffles are perpendicular to the trend of a river, a mounting frame is arranged between the baffles in the direction perpendicular to the river, and two ends of the mounting frame are respectively connected with the baffles on two sides; the upper part of one side of the mounting rack adjacent to the river is detachably hinged with a covering net. The repairing method comprises the steps of fixing a fixing pile into a baffle plate through an iron wire in advance, adding fillers into a planting bag in advance, binding and fixing the planting bag through a fixing belt, and prefabricating a separation cage and a mounting rack. The method can solve the problem of poor treatment effect of the inland river hydro-fluctuation belt in the prior art, has high efficiency, low construction amount and high success rate, and can also save cost.

Description

Anti-scouring falling zone repairing system and repairing method
Technical Field
The invention relates to the technical field of ecological management engineering, in particular to a system and a method for repairing an anti-scouring hydro-fluctuation belt.
Background
The hydro-fluctuation belt is a dry-wet alternate mixed zone formed by connecting land and water in water bodies such as rivers, lakes, reservoirs and the like and periodically submerged along seasonal and tidal fluctuation, and plays a vital role in water body health and ecological safety as an ecological barrier of the water body and along the bank of the water body.
Compared with water bodies such as lakes, reservoirs and the like, the hydro-fluctuation belt of the inland river has the problems that the water flow speed is higher, the hydro-fluctuation belt is more frequent along with the river water, and the hydro-fluctuation belt is more seriously washed by the water bodies. Once the protection is not good, the falling zone is easy to be damaged, so that the inland river water body directly erodes the bank, the water resource is polluted, and the soil quality on the bank is reduced.
When the hydro-fluctuation belt is damaged, the conventional treatment method adopts hard materials such as masonry, concrete and the like to cast the breakwater, but the method causes the natural environment in the water body to be damaged and is not beneficial to the ecological safety in the river channel. The existing method for treating the side slope by a greening method is also available, but the water flow speed in the inland river is high, so that conventional greening vegetation and soil are easily taken away by running water, and the anti-scouring capability is insufficient, so that the treatment effect is poor; in addition, the water level caused by tidal change changes frequently, the river bank is washed frequently, the same effect cannot be achieved in water bodies such as lakes and reservoirs, construction and transformation are carried out on the bank for a long time, and the problems of high cost and high cost exist when a method of intercepting one section of river channel to control one section of river channel is adopted.
Disclosure of Invention
Aiming at the defects in the prior art, the invention provides an anti-scour hydro-fluctuation belt repair system and a measurement method, which can solve the problems of poor treatment effect and insufficient anti-scour capability of an inland river hydro-fluctuation belt in the prior art.
In order to solve the technical problems, the invention adopts the following technical scheme:
the scour-resistant falling zone repairing system comprises a plurality of baffles which are arranged at intervals, wherein each baffle comprises a plurality of fixing piles, the baffles are perpendicular to the trend of a river, an installation frame is arranged between the baffles in the direction perpendicular to the river, and two ends of the installation frame are respectively connected with the baffles on two sides; the upper part of one side of the mounting rack, which is adjacent to the river, is detachably hinged with a covering net; a separation cage is arranged between the baffles along the parallel direction of the river flow, a planting bag is detachably arranged in the mounting frame, and a filler is arranged in the planting bag and comprises a nutrient soil layer and a green plant layer which is obliquely arranged towards the river direction; the covering net is positioned at the upper side of the planting bag, and broken stones are paved on the covering net; the lower part of the mounting rack is filled with crushed stones, and the positions of the two sides below the planting bags in the mounting rack are filled with a counterweight layer; the separation cage is filled with crushed stones.
The invention also provides a repair method of the anti-scour hydro-fluctuation belt repair system, which comprises the following steps:
s1, fixing the fixing piles into baffle plates through iron wires in advance, adding fillers in the planting bags in advance, binding and fixing the planting bags through fixing belts, and prefabricating a separation cage and a mounting rack;
s2, marking the position of the baffle to be installed at the position of the riverway to be repaired from bottom to top;
s3, when the river water level is low, sequentially installing baffles at the marked positions, and installing separation cages among the baffles;
s4, filling crushed stones into the separation cage, and paving the crushed stones at the positions between the baffles;
s5, arranging a mounting frame on the broken stone blocks among the baffles, and filling a counterweight layer into the mounting frame;
s6, placing the planting bags into a mounting rack, mounting a covering net, and paving broken stones on the covering net;
and S7, after a set time, opening the connecting buckle, drawing out the fixing belt, and pulling out the planting bag to finish the hydro-fluctuation belt repair.
The anti-scour hydro-fluctuation belt repairing system and the testing method provided by the invention have the main beneficial effects that:
according to the anti-scouring falling zone repairing system provided by the invention, the baffle is arranged to prevent the scouring of the falling zone by inland river water flow; by arranging the mounting frame to place the planting bags, the condition that the shore rock soil needs to be additionally excavated in the existing ecological method is avoided, the damage to the environment is reduced, the construction amount is reduced, and the processing efficiency is improved; plant the bag through setting up and set up the filler wherein to green planting and the required soil of growth and the nutrition of falling zone allocate in advance and set up the completion, only need with it whole place in the mounting bracket can, thereby show and improve the efficiency of construction, and can effectively guarantee the healthy growth of green planting, improve the survival rate of green planting, thereby guarantee the repair effect in falling zone.
By arranging the separation cage and the broken stones in the separation cage, the green plants and the soil thereof can be in direct contact with the water body, the required water resource can be obtained, and meanwhile, the direct scouring of the flowing water on the soil and the water and soil loss caused by the direct scouring of the flowing water can be obviously avoided by the broken stones in the separation cage; through filling the rubble piece in mounting bracket below, guarantee the normal of mounting bracket and lay under the condition of not destroying bank ground. Through the combination of the structures, the high-efficiency, low-construction-quantity and high-success-rate restoration of the offset zone is realized together, and meanwhile, the cost can be saved.
According to the repair method of the anti-scouring and hydro-fluctuation belt repair system, the planting bags are detachably arranged, so that the bag body is prevented from influencing the growth of green plants, meanwhile, the planting bags can be recycled, and the cost is saved; through setting up the cover net to lay the rubble piece on the cover net, when preventing that the overburden layer of neighbouring river course one side from rising at the river, being taken away by a large amount of erodees.
Drawings
Fig. 1 is a schematic structural diagram of an anti-scour and hydro-fluctuation belt restoration system provided by the scheme.
Fig. 2 is a side view of a repair system.
Fig. 3 is a top view of the repair system.
Fig. 4 is a side view of the planting bag after it is withdrawn.
Fig. 5 is a top view of the planting bag after it is extracted.
Fig. 6 is a flowchart of a hydro-fluctuation belt repairing method provided by the present embodiment.
The soil-block-type planting device comprises a baffle 1, a baffle plate 11, a fixing pile 12, a mounting hole 2, a mounting frame 21, a balance weight net 22, a mounting net 23, a lower support 24, a side connecting rod 25, an upper support 26, a covering net 3, a separation cage 4, a broken stone block 41, a balance weight layer 5, a planting bag 51, a lower cover leaf 52, an upper cover leaf 53, a fixing band 54, a connecting buckle 6, a filler 61, a microorganism layer 62, a nutrition soil layer 63, a green plant layer 64 and a covering soil layer.
Detailed Description
The invention will be further described with reference to the accompanying drawings in which:
as shown in fig. 1, which is a schematic structural diagram of the antiscour hydro-fluctuation belt restoration system provided by the present solution.
The anti-scour and anti-falling zone repairing system comprises a plurality of baffle plates 1 which are arranged at intervals, wherein each baffle plate 1 comprises a plurality of fixing piles 11, the baffle plates 1 are perpendicular to the trend of a river, an installation frame 2 is arranged between the baffle plates 1 along the vertical direction of the river, and two ends of the installation frame 2 are respectively connected with the baffle plates 1 on two sides; the upper part of the side of the mounting frame 2 adjacent to the river is detachably hinged with a covering net 26.
As shown in fig. 2 and 3, a separation cage 3 is arranged between the baffles 1 along the parallel direction of the river, a planting bag 5 is detachably arranged in the mounting frame 2, a filler 6 is arranged in the planting bag 5, the filler 6 comprises a nutrient soil layer 62 and a green plant layer 63, and the green plant layer 63 is obliquely arranged towards the river; the covering net 26 is positioned at the upper side of the planting bag 5, and the broken stone blocks 4 are paved on the covering net 26; the lower part of the mounting frame 2 is filled with crushed stones 4, and the positions of the two sides below the planting bag 5 in the mounting frame 2 are filled with a balance weight layer 41; the partition cage 3 is filled with crushed stone blocks 4.
Preferably, the fixing pile 11 is a wood pile or a concrete pile with a sharpened lower end to ensure a fixing effect.
Optionally, 11 height difference with the spud pile that the river course apart from the difference, the farther away from the river course, 1 height of spud pile is lower to reduce the pile degree of difficulty, reduce the engineering volume.
Preferably, the gap locations are filled with crushed stone blocks 4.
Specifically, the upper side of the planting bag 5 is provided with a lower cover leaf 51 and an upper cover leaf 52 which are mutually overlapped. The lower cover leaf 51 has two lower cover leaves 51, and the two lower cover leaves 51 have the same shape and are the same as one half of the bottom surface of the planting bag 5. The upper cover leaves 52 are two in number, and the size of the upper cover leaves 52 is larger than a half of the top surface of the planting bag 5, so that the covering soil layer 64 and the green planting layer 63 are conveniently arranged in a structure inclined to the horizontal plane, and the planting bag 5 can be conveniently drawn out by lifting the upper cover leaves 52.
The planting bag 5 is made of a water-permeable woven bag. The planting bag 5 is sleeved with a fixing belt 53, and the fixing belt 53 is vertical to a connecting part between the lower cover leaves 51; the upper end of the fixing band 53 is fixed by a connecting buckle 54.
Alternatively, the connecting buckle 54 is a buckle structure similar to that of a belt, so that the fixing band 53 can be directly pulled out from the side of the buckle.
Baffle 1 is the arc, the spud pile 11 passes through the fixed position each other of iron wire to block the green layer 63 of planting of rivers direction's water impact.
The lower part of the mounting frame 2 is provided with a lower support 23, the middle part of the lower support 23 is provided with a counterweight net 21, the counterweight net 21 is arranged on the upper side of the crushed stone block 4, the upper end of the lower support 23 is provided with a mounting net 22, the planting bag 5 is arranged on the mounting net 22, the side surface of the mounting frame 2 is provided with a side connecting rod 24 connected with the fixing pile 11, and the fixing pile 11 is provided with a mounting hole 12 matched with the side connecting rod 24; an upper bracket 25 is arranged on the upper side of the mounting frame 2, and a covering net 26 is lapped with the upper bracket 25.
Preferably, the whole mounting bracket 2 is a wire net rack or a stainless steel net rack, so that the weight is reduced, and the water permeability is ensured.
The mounting net 22 and the counterweight net 21 are a plurality of iron wire nets which are parallel to each other, and the interval of the mounting net 22 is larger than that of the counterweight net; the counterweight layer 41 is a stone block, the block diameter of which is larger than that of the crushed stone block 4.
When the planting bag 5 is drawn out, the filling 6 sinks downwards, passes through the mounting net 22 and is connected with the stones of the weight layer 41 to reduce the gaps in the mounting frame 2, the height of the covering soil layer 64 is reduced and falls along by the broken stones 4 on the covering net 26 to compact the filling 6 to prevent the filling from being washed away by river water, and the green root system is prevented from being directly exposed in the air to influence the growth of the green root system by compacting the filling 6.
The filler 6 comprises a microbial layer 61, a nutrient soil layer 62, a green plant layer 63 and a covering soil layer 64 from bottom to top, wherein microbial strains are added into the microbial layer 61; the green plant layer 63 is composed of submerged plants, emergent plants and hygrophytes from the river to the shore.
The scheme also provides a repair method of the anti-scour and hydro-fluctuation belt repair system, as shown in fig. 6, the method comprises the following steps:
s1, fixing the fixing piles 11 into the baffle 1 through iron wires in advance, arranging fillers 6 in the planting bags 5 in advance, binding and fixing the fillers through fixing belts 53, and prefabricating the separation cage 3 and the mounting rack 2.
And S2, marking the position of the baffle 1 to be installed at the position of the river channel to be repaired from bottom to top.
The marking method comprises the steps of digging shallow pit marks, placing marks and the like, wherein the marks are not needed to be additionally marked on the part below river water, and the marks are directly buried according to the distance when the marks are installed.
S3, when the river water level is low, baffles 1 are sequentially installed at the marked positions, and separation cages 3 are installed among the baffles 1.
Optionally, the separation cage 3 is directly bound and connected with the fixing pile 11 and the mounting frame 2 through iron wires.
S4, filling the partition cage 3 with crushed stone blocks 4, and laying the crushed stone blocks 4 at positions between the baffle plates 1.
Furthermore, the crushed stone blocks 4 among the baffles 1 are paved to the positions where the inclined angles of the upper surfaces of the crushed stone blocks 4 and the counterweight nets 41 of the mounting rack 2 are the same; the height of the broken stone blocks 4 in the separation cage 3 is the same as that of the connecting part of the mounting frame 2 and the covering net 26.
S5, set up mounting bracket 2 on rubble 4 between baffle 1, to filling the weight layer 41 in the mounting bracket 2 to the position of fixed mounting bracket 2.
S6, placing the planting bags 5 into the mounting rack 2, mounting the covering net 26, and paving the broken stone blocks 4 on the covering net 26.
The width of the crushed stone blocks 4 on the covering net 26 is smaller than 1/3 of the distance between the front baffle plate 1 and the rear baffle plate 1 so as to avoid influencing the growth of green plants and the operation of drawing out the planting bags 5.
And S7, after the set time, opening the connecting buckle 54, drawing out the fixing belt 53, pulling out the planting bag 5, and completing the repair of the hydro-fluctuation belt, as shown in figures 4 and 5.
Further, the method of pulling out the planting bag 5 is to pull out the planting bag 5 along the gap between the packing 6 and the mounting frame 2 by pulling the upper cover leaf 52.
The above description of the embodiments of the present invention is provided to facilitate the understanding of the present invention by those skilled in the art, but it should be understood that the present invention is not limited to the scope of the embodiments, and it will be apparent to those skilled in the art that various changes may be made without departing from the spirit and scope of the invention as defined and defined in the appended claims, and all matters produced by the invention using the inventive concept are protected.

Claims (10)

1. An anti-scouring falling zone repairing system is characterized by comprising a plurality of baffles which are arranged at intervals and comprise a plurality of fixing piles, wherein the baffles are vertical to the trend of a river, an installation frame is arranged between the baffles in the vertical direction of the river, and two ends of the installation frame are respectively connected with the baffles on two sides; the upper part of one side of the mounting rack, which is adjacent to the river, is detachably hinged with a covering net; a separation cage is arranged between the baffles along the parallel direction of the river flow, a planting bag is detachably arranged in the mounting frame, and a filler is arranged in the planting bag and comprises a nutrient soil layer and a green plant layer which is obliquely arranged towards the river direction; the covering net is positioned at the upper side of the planting bag, and broken stones are paved on the covering net; the lower part of the mounting rack is filled with crushed stones, and the positions of the two sides below the planting bags in the mounting rack are filled with a counterweight layer; the separation cage is filled with crushed stones.
2. The system for rehabilitating an anti-scour hydro-fluctuation belt according to claim 1, wherein the upper side of the planting bag is provided with lower cover leaves overlapped with each other, and the upper side of the planting bag is provided with upper cover leaves overlapped with each other.
3. The system for repairing an anti-scour and hydro-fluctuation belt according to claim 2, wherein a fixing belt is sleeved on the planting bag and is perpendicular to a connecting part between the lower cover leaves; the upper end of the fixing band is fixed by a connecting buckle.
4. The erosion resistant hydro-fluctuation belt restoration system according to claim 3, wherein the blocking plate is arc-shaped, and the fixing piles are fixed in position with respect to each other by iron wires.
5. The anti-scouring and hydro-fluctuation belt repairing system according to claim 4, wherein the lower part of the mounting rack is a lower rack, the middle part of the lower rack is provided with a counterweight net, the counterweight net is arranged on the upper side of the crushed stone blocks, the upper end of the lower rack is provided with a mounting net, the planting bags are arranged on the mounting net, the side surface of the mounting rack is provided with a side connecting rod connected with a fixed pile, and the fixed pile is provided with a mounting hole matched with the side connecting rod; the mounting bracket upside is provided with the upper bracket, cover net and upper bracket overlap joint.
6. The antiscour hydro-fluctuation belt restoration system according to claim 5, wherein the installation net and the counterweight net are a plurality of wire nets parallel to each other, and the interval between the installation nets is larger than that between the counterweight nets; the counterweight layer is the stone, the block footpath of stone is greater than the stone in the garrulous stone.
7. The erosion resistant hydro-fluctuation belt restoration system according to claim 1, wherein the filler comprises a microbial layer, a nutrient soil layer, a green plant layer and a cover soil layer from bottom to top, and microbial strains are added in the microbial layer; the green plant layer is respectively provided with submerged plants, emergent plants and hygrophytes from the river channel to the bank.
8. A method of repairing an anti-scour hydro-fluctuation belt repair system according to any one of claims 1 to 7, comprising the steps of:
s1, fixing the fixing piles into baffle plates through iron wires in advance, adding fillers in the planting bags in advance, binding and fixing the planting bags through fixing belts, and prefabricating a separation cage and a mounting rack;
s2, marking the position of the baffle to be installed at the position of the riverway to be repaired from bottom to top;
s3, when the river water level is low, sequentially installing baffles at the marked positions, and installing separation cages among the baffles;
s4, filling crushed stones into the separation cage, and paving the crushed stones at the positions between the baffles;
s5, arranging a mounting frame on the broken stone blocks among the baffles, and filling a counterweight layer into the mounting frame;
s6, placing the planting bags into a mounting rack, mounting a covering net, and paving broken stones on the covering net;
and S7, after a set time, opening the connecting buckle, drawing out the fixing belt, and pulling out the planting bag to finish the hydro-fluctuation belt repair.
9. The method for repairing an anti-scour and hydro-fluctuation belt according to claim 8, wherein the crushed stone blocks between the baffles are laid at the positions where the upper surfaces of the crushed stone blocks and the counterweight nets of the mounting rack have the same inclination angle; the height of the broken stone blocks in the separation cage is the same as the height of the connecting part of the mounting rack and the covering net.
10. The method of repairing an anti-scour hydro-fluctuation belt repairing system according to claim 9, wherein the method of pulling out the planting bag is to pull out the planting bag along the gap between the filler and the mounting rack by pulling the upper cover leaf.
CN202010676999.7A 2020-07-14 2020-07-14 Anti-scouring falling zone repairing system and repairing method Pending CN111778926A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010676999.7A CN111778926A (en) 2020-07-14 2020-07-14 Anti-scouring falling zone repairing system and repairing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010676999.7A CN111778926A (en) 2020-07-14 2020-07-14 Anti-scouring falling zone repairing system and repairing method

Publications (1)

Publication Number Publication Date
CN111778926A true CN111778926A (en) 2020-10-16

Family

ID=72767720

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010676999.7A Pending CN111778926A (en) 2020-07-14 2020-07-14 Anti-scouring falling zone repairing system and repairing method

Country Status (1)

Country Link
CN (1) CN111778926A (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4404505B2 (en) * 2001-09-14 2010-01-27 新日本製鐵株式会社 Revetment walls such as rivers
CN101761046A (en) * 2010-01-01 2010-06-30 东莞金字塔绿色科技有限公司 Ecological greening environment-protective road isolated strip
CN203219750U (en) * 2013-05-09 2013-10-02 王成成 Plant cultivating bag
CN104314087A (en) * 2014-11-05 2015-01-28 重庆建工市政交通工程有限责任公司 Slope greening protective structure and construction method thereof
CN204409086U (en) * 2015-01-21 2015-06-24 宋有春 Portable flowers and trees planting bag
CN206909224U (en) * 2017-06-20 2018-01-23 南京万荣立体绿化工程有限公司 Planting bag and sash slope ecological bag greening system for grid ecological revetment
CN208717855U (en) * 2018-04-16 2019-04-09 浙江工业大学 A kind of combined type shore protection containing ecological habitat

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4404505B2 (en) * 2001-09-14 2010-01-27 新日本製鐵株式会社 Revetment walls such as rivers
CN101761046A (en) * 2010-01-01 2010-06-30 东莞金字塔绿色科技有限公司 Ecological greening environment-protective road isolated strip
CN203219750U (en) * 2013-05-09 2013-10-02 王成成 Plant cultivating bag
CN104314087A (en) * 2014-11-05 2015-01-28 重庆建工市政交通工程有限责任公司 Slope greening protective structure and construction method thereof
CN204409086U (en) * 2015-01-21 2015-06-24 宋有春 Portable flowers and trees planting bag
CN206909224U (en) * 2017-06-20 2018-01-23 南京万荣立体绿化工程有限公司 Planting bag and sash slope ecological bag greening system for grid ecological revetment
CN208717855U (en) * 2018-04-16 2019-04-09 浙江工业大学 A kind of combined type shore protection containing ecological habitat

Similar Documents

Publication Publication Date Title
CN104164851B (en) The construction method of the ecological flexible mud-rock flow blocking dam of gabion arch
CN100577918C (en) Watershed weir series treating soil erosion and constructing method thereof
US8651770B2 (en) Erosion control ballast and soil confinement mat
CN203603105U (en) Wall plate type ecological retaining wall bank protection structure
RU2319806C2 (en) Method for bio-positive shore revetment
KR100917790B1 (en) Grid type hollow block for ecological restoration of bank and construction method of bank using thereof
US3888209A (en) Artificial reef
CN101560757B (en) Seepage-intercepting and pollutant-removing system of large channel non-water passing slope
CN104790346A (en) Reservoir hydro-fluctuation belt bank slope protection pine pile-gabion box combined plant-growing retaining wall
CN106192665B (en) A kind of sponge urban road rain infiltration system and its construction method
US6843616B2 (en) Erosion control panels
CN104032760A (en) Foundation pit construction tube well dewatering method
CN103898870B (en) A kind of gabion net Ecotypic Stone Mesh-box river course slope protection construction method
CN106801424B (en) A kind of cofferdam construction method
CN101649608B (en) Ecological slope protection structure
US20090290936A1 (en) Regenerative stormwater conveyance system and method
CN104328766A (en) Ecological stone cage net box retaining wall and construction method
CN108729326A (en) Self-purification drainage system for the strand highway construction of sponge city
CN106759104B (en) Ecological slope protection structure and construction method
CN103397613A (en) Biological check dam used for erosion gully control and construction method
CN104612107A (en) River channel reinforced gabion and water-permeable geotextile composite ecological slope protection retaining wall construction method
US8448279B2 (en) Ecologically-sound waterway culvert restoration
CN206680830U (en) A kind of highway center isolated area drainage system
CN204530620U (en) A kind of novel combination type Ecological Retaining Wall
CN103397614A (en) Stone cage check dam used for mountainous area erosion gully control

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination