River ecological revetment and construction method thereof

An ecological revetment and river channel technology, applied in botanical equipment and methods, water conservancy engineering, sea area engineering, etc., can solve the problems of weak anti-scourability and low water purification efficiency, and achieve enhanced anti-scourability, good water permeability, and guaranteed The effect of flow and exchange

Active Publication Date: 2018-09-18
ZHEJIANG UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] In order to solve the problems existing in the traditional bank revetment technology and the weak erosion resistance or low water purification efficiency of some current ecological bank revetment technologies, the present invention proposes a river ecological bank revetment and its construction method, which can provide habitat for aquatic organisms The space for breeding and reproduction can ensure sufficient water exchange between the river bank and the river, and can effectively absorb pollutants such as N, P, and heavy metals in the water body. At the same time, the flexible structural system of the revetment ensures its strong anti-scouring ability and good durability sex and applicability

Method used

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  • River ecological revetment and construction method thereof
  • River ecological revetment and construction method thereof
  • River ecological revetment and construction method thereof

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Embodiment 1

[0029] Embodiment 1 A kind of river channel ecological revetment described in the present invention comprises osmotic adsorption filter layer 1, wooden pile foot protection 2, gabion retaining wall 3, bottom mud ecological bag layer 4 and vegetation layer 5, and described osmotic adsorption filter layer 1 Arranged at the junction of the river bank slope 6 and the river bed 7, the osmotic adsorption filter layer 1 forms the first stepped embankment slope from bottom to top along the bank revetment slope surface, and the osmotic adsorption The filter layer 1 includes two layers of permeable concrete layers 11 inside and outside and an adsorption filter layer 12 sandwiched between the two layers of permeable concrete layers. The adsorption filter layer 12 is filled in the gap left between the two layers of permeable concrete layers 11; The foot guards are closely arranged along the edge of the bottom end of the osmotic adsorption filter layer, and the bottom end of each wooden pil...

Embodiment 2

[0036] Embodiment 2 A construction method for river ecological bank revetment as described in any one of claims 1 to 8, comprising the following steps:

[0037] 1) The bank slope at the junction of the river bed and the river bank slope is made into a stepped layout to form a stepped slope, in which the width of the steps is 900-1300mm, and the height of the steps is 500-600mm;

[0038] 2) Lay the first layer of 20-30mm thick permeable concrete layer on the stepped slope of the river bank slope to play a leveling role;

[0039] 3) On the basis of the first layer of permeable concrete, a layer of 50-60mm thick adsorption filter layer is laid to absorb N or P elements in and out of the water body. The adsorption filter layer is made of fine gravel, zeolite, crushed limestone and powder Composition of coal ash, the volume ratio of fine gravel, zeolite, crushed limestone and fly ash in the filter layer is 4:2:2:2;

[0040] 4) On the basis of the adsorption filter layer, lay a sec...

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Abstract

The invention relates to a river ecological revetment and a construction method of the river ecological revetment. The river ecological revetment comprises a permeable adsorption filter layer, timberpile protection feet, a gabion retaining wall, a sediment ecological bag layer and a vegetation layer. The permeable adsorption filter layer is arranged at the junction of a river bank slope and a river bed, and the permeable adsorption filter layer comprises two permeable concrete layers and an adsorption filter layer. The bottom ends of the timber pile protection feet are embedded into the portion, adjacent to the outer edge of a bottom layer step of the permeable absorption filter layer, of the river bed. The gabion retaining wall comprises a gabion net cage and supports. The bottom sediment ecological bag layer is composed of multiple bottom layer ecological bags. The vegetation layer is composed of a soil layer and a vegetation net. The construction method comprises the following steps that the permeable adsorption filter layer, the gabion retaining wall and the vegetation layer are sequentially laid on the stepped slope of the river bank slope, and the timber pile protection feetare embedded into the slope toe position. The river ecological revetment and the construction method have the beneficial effects of ensuring the full exchange of water bodies, effectively adsorbing pollutants such as N, P and heavy metals in the water bodies, simultaneously ensuring the high anti-scouring capability of the water bodies and having good durability and applicability.

Description

technical field [0001] The invention relates to a river channel ecological revetment and a construction method thereof. Background technique [0002] Ecological revetment refers to a form of revetment that uses plants or a combination of plants and geotechnical materials to protect the slope of the river. It is an artificial revetment with the nature of a natural river bank. , adjust the water level, purify the river and other functions, and form a harmonious river landscape with the surrounding environment. On the whole, ecological revetment is an improvement of traditional revetment. It is the product of the development of river control engineering to a relatively advanced stage. It is the need of modern people to live in harmony with nature. It is the inevitable result of the development and progress of revetment engineering technology. [0003] On the other hand, a large amount of silt deposited on the bottom of the river seriously affects the functions of flood control...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B3/12A01G22/00
CPCA01G22/00E02B3/12E02B3/123Y02A10/30
Inventor 许四法王启湘翁凯文王哲唐轶繁魏伟伟陆科颖
Owner ZHEJIANG UNIV OF TECH
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