首页|输变电施工道路产流产沙及水动力参数特征研究

输变电施工道路产流产沙及水动力参数特征研究

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[目的]输变电施工道路分布零散、机械化程度高、水土流失治理难度大,已成为工程土壤侵蚀典型地貌单元,对生态环境造成严重威胁。[方法]选择土质硬化和土质扰动 2 种典型施工道路作为研究对象,并以原坡面为对照,通过野外放水冲刷试验开展不同放水流量条件下施工道路径流产沙及水动力参数特征研究,量化不同施工道路侵蚀动力临界值。[结果]结果显示:(1)施工扰动形成的土质硬化和土质扰动坡面的累计产流量和累计产沙量分别比原坡面增大 9。66%~141。56%和123。77%~1 822。39%,稳定产流率和产沙率分别增大 1。28~1。30 倍和 2。39~3。00 倍;施工道路及原坡面的水沙均呈现显著的线性关系(R2>0。90),土质硬化坡面稳定产沙率较土质扰动坡面增大25。34%,但稳定产流率差异仅为2。17%;(2)放水流量达到 15 L/min时,稳定产流率和产沙率由土质硬化<土质扰动转变为土质扰动<土质硬化,2 种输变电施工道路产流和产沙特征存在临界值;(3)土质硬化和土质扰动坡面的稳定流速比原坡面分别增大 59。95%和 39。77%,而临界径流剪切力比原坡面分别降低86。66%和75。87%,临界径流功率分别下降 68。29%和 34。85%,径流功率相较于径流剪切力能更好地作为侵蚀的表征参数。[结论]研究成果阐明不同施工道路进行水土保持措施设计时还需要考虑汇水条件,能够揭示输变电施工道路侵蚀内在机制并为后续开展生态修复提供科学指导。
Study on the characteristics of runoff and sediment yielding and hydrodynamic parameters on the construction roads of transmission and transformation project
[Objective]The scattered distribution of power transmission and transformation construction roads,with a high degree of mechanization and high difficulty in soil erosion control,have become typical geomorphic units of engineering soil erosion,po-sing a serious threat to the ecological environment.[Methods]Select two typical construction roads,including soil hardening and soil disturbance,as the research objects,and uses the original slope as control.Conducting a study on the characteristics of run-off,sediment,and hydrodynamic parameters of construction roads under different discharge flow conditions through field water erosion tests,and quantify the critical values of erosion dynamics for different construction roads.[Results]The result showed:(1)The cumulative runoff volume and sediment yield amount of the soil hardening and soil disturbance slope surfaces,which caused by construction disturbance,increased by 9.66%~141.56%and 123.77%~1822.39%,respectively,compared to the original slope surface.The stable runoff rate and sediment yield rate increased by 1.28~1.30 times and 2.39~3.00 times,respectively.They showed a significant linear relationship(R2>0.90)between the sediment with runoff on the construction road and the original slope.The stable sediment yield rate on the hardened soil slope was 25.34%higher than that on the disturbed soil slope,but the difference in stable runoff rate was only 2.17%.(2)The stable runoff rates and sediment yield rates change from soil hardening<soil disturbance to soil disturbance<soil hardening,as the discharge flow reaches 15 L/min.There were criti-cal values for the runoff and sediment production characteristics of the two types of power transmission and transformation con-struction roads.(3)The stable flow velocity of soil hardening and soil disturbance slopes increased by 59.95%and 39.77%compared to the original slope,respectively,while the critical runoff shear force decreased by 86.66%and 75.87%,and the critical runoff power decreased by 68.29%and 34.85%,respectively.The runoff power could be better used as a characteriza-tion parameter for erosion compared to the runoff shear force.[Conclusion]The research result provide scientific guidance for revealing the internal mechanism of road erosion during power transmission and transformation construction,as well as for subsequent ecological restoration.It is also necessary to consider the catchment conditions when designing soil and water conser-vation measures for different construction roads.

construction roads of transmission and transformation projectrunoff and sediment yieldinghydrodynamicrunoff-sediment relationshipinfluence factor

胡亚山、仓敏、程曦、诸德律、聂峰、李小朴

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国网江苏省电力有限公司经济技术研究院,江苏 南京 210008

中国电力工程顾问集团华东电力设计院有限公司,上海 200063

输变电施工道路 径流产沙 水动力 水沙关系 影响因素

2024

水利水电技术(中英文)
水利部发展研究中心

水利水电技术(中英文)

CSTPCD北大核心
影响因子:0.456
ISSN:1000-0860
年,卷(期):2024.55(11)