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不同临时措施调控下工程堆积体坡面产流产沙特征

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为探究不同水土保持临时措施对生产建设项目工程堆积体坡面产流产沙的影响。基于工程堆积体特征及当地降雨条件现场调查,概化设计室内人工模拟降雨试验,探究临时拦挡和苫盖条件下工程堆积体坡面的产流产沙特征及其减水减沙效益。结果表明:①临时拦挡和苫盖措施下的坡面产流相近且随坡度和雨强的增大而增大;两种措施下的坡面产沙远小于裸土条件且苫盖措施下更小。②临时拦挡和苫盖措施最大减流效益分别为40。93%和37。35%,最大减沙效益分别为85。16%和89。21%。结合实际情况,在生产建设项目施工时建议采用苫盖措施作为水土保持临时措施,可有效防治水土流失。该研究可为生产建设项目施工期水土保持工作提供理论依据。
Characteristics of Runoff and Sediment Production on the Slope of Engineering Accumulation under Different Temporary Measures
It was probed into the influence of different temporary measures of soil and water conservation on the runoff and sediment production on the slope of engineering accumulation in the construction projects.Based on the characteristics of engineering accumulation and on-site investigation of local rainfall conditions,a generalized indoor artificial simulation rainfall test is designed to explore the runoff and sediment production characteristics and water and sediment reduction benefits of engineering accumulation slopes under temporary blocking and covering conditions.The results show that:1)the runoff yield of slope under temporary blocking and mulching measures is similar and increases with the increase of slope and rainfall intensity;The slope sediment yield under the two measures is much less than that under the bare soil condition,and it is even smaller under the mulching measure.2)The maximum runoff reduction benefits of temporary blocking and mulching measures are 40.93%and 37.35%respectively,and the maximum benefits of sediment reduction are 85.16%and 89.21%respectively.Combined with the actual situation,it is suggested that mulching measures should be adopted as temporary measures for soil and water conservation in the construction of production and construction projects,which can effectively prevent soil erosion.This study can provide theoretical basis for soil and water conservation during the construction period of production and construction projects.

soil and water conservationtemporary measureswater and sediment reductionengineering accumulation body

郭雨辉、张志华、李力

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长江水利委员会长江科学院,湖北武汉 430010

水利部山洪地质灾害防治工程技术研究中心,湖北武汉 430010

水土保持 临时措施 减水减沙 工程堆积体

2024

亚热带水土保持
福建省水土保持委员会 福建省水土保持学会

亚热带水土保持

影响因子:0.38
ISSN:1002-2651
年,卷(期):2024.36(4)