1. 黄河水利科学研究院 绥德水土保持科学试验站, 陕西 绥德,718000
2. 陕西师范大学,陕西,西安,710062
纸质出版:2015
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刘立峰, 杜芳艳, 马宁, 等. 基于黄土丘陵沟壑区第Ⅰ副区淤地坝淤积调查的土壤侵蚀模数计算[J]. 水土保持通报, 2015,35(6):124-129.
LIU Lifeng, DU Fangyan, MA Ning, et al. Calculation on Soil Erosion Modulus Based on Sedimentation Investigation of Check Dam in First Subdivision of Loess Hilly-gully Region[J]. Bulletin of Soiland Water Conservation, 2015, 35(6): 124-129.
刘立峰, 杜芳艳, 马宁, 等. 基于黄土丘陵沟壑区第Ⅰ副区淤地坝淤积调查的土壤侵蚀模数计算[J]. 水土保持通报, 2015,35(6):124-129. DOI: 10.13961/j.cnki.stbctb.2015.06.021.
LIU Lifeng, DU Fangyan, MA Ning, et al. Calculation on Soil Erosion Modulus Based on Sedimentation Investigation of Check Dam in First Subdivision of Loess Hilly-gully Region[J]. Bulletin of Soiland Water Conservation, 2015, 35(6): 124-129. DOI: 10.13961/j.cnki.stbctb.2015.06.021.
[目的] 探索适合黄土丘陵沟壑区不同沟道土壤侵蚀模数计算的新方法
为区域水土流失防治和水保规划提供数据支持。[方法] 以黄土丘陵沟壑区不同沟道74个不同坝型的淤地坝为基础
将其看作小流域的沉沙池
同时结合实地调查测量与分析计算
利用淤地坝赋存的泥沙信息获得不同级别沟道的土壤侵蚀量。[结果] (1)在地形复杂的黄土丘陵沟壑区
土壤侵蚀模数与不同沟道对应的淤地坝控制面积具有一定的负相关关系;(2)土壤侵蚀模数调查值较设计值显著降低
造成淤地坝空坝率上升
使淤地坝长期保持负效应。[结论] 利用闷葫芦坝淤积量推算坝体控制面积土壤侵蚀量
方法简单合理。同时小流域坝系可采用多种方法综合分析
相互印证
可较准确地确定小流域土壤侵蚀模数。
[Objective] The study aimed to find a new method calculating soil erosion modulus in order to provide basic data for planning of check dams and dam system
which could also provide important reference value to soil and water loss prevention.[Methods] Different levels of channel in loess hilly region has been chosen for research. Chose seventy-four different type of dam "check dam"
which could also been seen as an aerated grit chamber. By the sediment information recorded of check dam
the amount of soil erosion of different levels of channel obtained. Meanwhile
combining field investigation and analysis calculation
try to explore a new method
which could get the accurate soil erosion modulus in loess region.[Results] (1) In complex terrain of loess hilly region
there is a negative correlation between soil erosion modulus and controlled area
which is corresponding to different channel silt dam;(2) Compared with the design value
the droop value of soil erosion modulus reduced significantly
which made silt dam can not be used
and makes silt dam holding negative effects in long-term.[Conclusion] Based on sedimentation volume of check dam
calculating the soil erosion modulus of controlled area is simple and reasonable. At the same time
a variety of methods could be used and comprehensive analysis
they confirm each other
so that we could calculate soil erosion modulus accurately.
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