引江济淮工程安徽段生态岸坡防护结构形式综述*
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国家自然科学基金(51979132);安徽省引江济淮集团有限公司科技项目资助(YJJH-ZX-20221128512、YJJH-ZX-20220705482、YJJH-ZX-20220705481)


Summary of ecological bank protection structure in Anhui section of Yangtze-to-Huaihe water diversion project
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    摘要:

    运河工程沿线渠道开挖将产生大面积的人工创面,采用生态岸坡防护工程对创面修复有积极作用。以引江济淮工程安徽段岸坡防护工程为研究对象,基于设计资料和现场调研梳理了引江济淮工程安徽段生态岸坡防护结构使用情况。结果表明:引江济淮工程生态结构选型主要受地质条件及特征水位影响,土质岸坡常水位以上采用30%孔隙率的混凝土预制块体结构,枯水位局部河段试验性采用带有鱼巢功能的水下矩阵块体结构。膨胀土区域采用大框格预制块体结构及柔性水位保持毯材料,孔隙率分别为79%和95%,使用区域均位于最高洪水位以上。

    Abstract:

    Channel excavation along the canal project will produce large areas of artificial wounds,and the ecological bank slope protection works have a positive effect on wound repair.In this paper,the bank slope protection of Anhui section of the Yangtze-to-Huaihe water diversion project is taken as the research object to comb the use of the ecological bank slope protection structure of Anhui section of this project based on the design data and field survey.The results show that the type selection of the ecological structure of this project is mainly affected by the geological conditions and the characteristic water level.The concrete prefabricated block structure with a porosity of about 30% is mainly used above the normal water level of the soil bank slope,and the underwater matrix block structure with fish spawning nest function is used experimentally in local river sections at low water level.The large-frame prefabricated block structure and flexible water-level retaining blanket material are used in the expansive soil area,with porosity of 79% and 95% respectively,and the using area is above the highest flood level.

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宋有权,杨燕华,程 奎,等.引江济淮工程安徽段生态岸坡防护结构形式综述*[J].水运工程,2023(8):70-76.

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  • 在线发布日期: 2023-08-15
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