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传统与新型两类石笼网垫单元体冲刷试验研究

许奥 周成 黄良誉 何宁 钟启明 张桂荣

岩土工程学报2024,Vol.46Issue(z1):43-47,5.
岩土工程学报2024,Vol.46Issue(z1):43-47,5.DOI:10.11779/CJGE2024S10024

传统与新型两类石笼网垫单元体冲刷试验研究

Experimental study on scouring of traditional and new types of gabion mat cells

许奥 1周成 1黄良誉 1何宁 2钟启明 2张桂荣2

作者信息

  • 1. 四川大学山区河流保护与治理全国重点实验室,四川 成都 610065
  • 2. 南京水利科学研究院岩土工程研究所,江苏 南京 210024
  • 折叠

摘要

Abstract

The traditional gabion mesh mats use the mesh as the partition,which requires a lot of manpower to construct.A new type of gabion mesh mats is designed with cemented gravel latticework as the partition to save labor and shorten the construction period.The scouring tests of two types of gabion mesh mats units are carried out.The characteristics of inferior-diameter ratio(IDR)particle loss,flow rate slowing down and washed-out area with IDR between the traditional and new gabion mesh units are analyzed and compared.The scouring tests on the new type of gabion mesh units with different numbers of cemented rubble lattice partitions under the same size are further conducted.The test results show that loss of the inferior-diameter particles,the ability to slow down the scouring flow rate and the erosion area of traditional and new gabion mesh units increase with the increase of the inferior-diameter ratio.The better inferior-diameter ratio is betwwen 10%and 15%for the traditional gabion mesh,and between 10%and 20%for the new gabion mesh.For the same size of test unit,when the number of cemented gravel lattice partitions in the new gabion mats increases from 1 to 2,the loss of inferior-diameter particles and the erosion area can be reduced significantly.The increase of the number of cemented gravel lattice partitions has no significant reduction effects.The test results may provide a reference for promoting the design and construction of new gabion mesh riparian structures.

关键词

石笼网垫/网片隔断/胶结碎石格构隔断/单元体冲刷试验/逊径比

Key words

gabion mat/net lattice/cohesive rubble lattice/element scouring test/inferior-diameter ratio

分类

建筑与水利

引用本文复制引用

许奥,周成,黄良誉,何宁,钟启明,张桂荣..传统与新型两类石笼网垫单元体冲刷试验研究[J].岩土工程学报,2024,46(z1):43-47,5.

基金项目

国家自然科学基金联合基金重点支持项目(U2340227,U22A20602) (U2340227,U22A20602)

岩土工程学报

OA北大核心CSTPCD

1000-4548

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