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河龙区间南片淤地坝对泥沙径流影响的分析与计算 被引量:5

Analysis and Calculation on the Effect of Check Dam for Building Farmland on Sediment and Runoff in the South Section Between Hekouzhen and Longmen in Yellow River
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摘要 通过广泛深入的调查研究,基本摸清了该区间淤地坝的规模、数量、质量及其分布状况,采取调查与分析相结合的办法,核实了坝地面积,确定了拦泥指标,采用“成因法”分析计算了该区自治理以来淤地坝的拦泥量和减蚀量,并以拦泥量与流域洪沙关系推算了其减洪量。结果表明:年均减洪量,50~60年代2284万m3,70年代3829万m3,80年代3398万m3,效益分别为2.78%,6.89%,7.77%;年均减沙量相应时段分别为1451,2513,2289万t,效益分别为5.47%,13.4%,20.4%;在流域综合治理减少总量中,由淤地坝影响的减洪量各时段分别占80.8%,67.6%,54.2%,减沙量各时段占83.5%,58.5%,66.4%。 The scale,quantity, quality and distribution of check dam for building farmland in this area have been widely investigated and analysed, the area of these dams has been verified and the index of retaining sediment has been determined in combination with survey and analysis, amount of retaining sediment and reducing erosion of these dams has been calculated in the terms of 'causal approach' since the region was harnessed, and reducing flood has been reckoned according to the relationship between retaining sediment and watershed flood and sediment. The results show that annual mean reducing flood is respectively 2 284×10 4m 3 in 1950~1960s, 3 829 ×10 4m 3 in 1970s, 3 398×10 4m 3 in 1980s; the benefit followed respectively 2 78%, 6 89%, 7 77%, annual mean reducing sediment is respectively 1 451×10 4t, 2 513×10 4t, 2 289 ×10 4t,and the benefit respectively 5 47%, 13 4%, 20 4% in corresponding duration. The proportion of reducing flood under check dams effect in total reducing amount of watershed comprehensive management are respectively 80 8%, 67 7% and 54 2%, reducing sediment respectively 83 5%, 58 5% and 66 4%.
出处 《土壤侵蚀与水土保持学报》 CSCD 北大核心 1997年第1期10-16,共7页
基金 "八五"国家科技攻关项目
关键词 年均减洪量 减沙量 指标体系 效益分析 拦泥指标 效益分析 淤地坝 泥沙 径流 reducing flood and sediment index system benefit analysis check dam for building farmland
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参考文献2

  • 1张胜利,水土保持减水减沙效益计算方法,1994年
  • 2徐雪良,中国水土保持,1987年,8期

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