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涝河渠化河道治理 被引量:3

Management of Channelized Course of the Lao River
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摘要 涝河发源于秦岭北麓,系渭河支流。70年代初,对其中、下游河段曾进行过渠化治理,但每逢洪水,坍塌毁损工程仍有发生。通过模型试验又作了如下改建治理:运用梯级溢流坝调整控制河床平衡比降,坝下游设消力池,合理确定河床宽度,使河道流态改善,流速分布均匀,制止了水毁工程的发展。 The Lao River,a tributary of the Wei River.rises in the northern foot of Qinling mountain.The middle and lower reaches of the river have been channelized in the early 1970's,but the events of cave-in and damage still happen wherever there is a flood.Therefore,the following aspacts have been corrected and im- proved through model tests:readjust and control the bed slope,add a stilling basin at the downstream of the dam,and rationally determine the width of the channel.As a result,the flow pattern of the channel has been improved,velocity evenly distributed and the development of damages checked.
作者 徐国宾
机构地区 西北水科所
出处 《人民黄河》 CAS 北大核心 1992年第8期5-8,共4页 Yellow River
关键词 河道整治 模型试验 涝河 river regulation channelized course model test Lao River
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同被引文献11

  • 1徐国宾.涝河渠化工程水毁原因及启示[J].水利水电技术,1993,24(5):50-52. 被引量:4
  • 2郭瑞璋 中国水利学会.美国河口问题的研究概况.国外水利水电考察报告选编(下册)[M].北京:水利电力出版社,1993.380-388.
  • 3黄伯明 庞午昌.美国密苏里河的治理开发.国外水利水电考察报告选编(上册)[M].北京:水利电力出版社,1993.221-231.
  • 4[4]South Florida Water Management District Central and Southern Florida Project, Environmental Restoration of the Kissimmee River, Florida: Final Integrated Feasibility Report and Environmental Impact Statement [ R ] 1992.
  • 5[5]U S Army Crops of Engineers. Central and Southern Florida Project, Kissimmee River Headwaters Revitalization Project: Integrated Project Modification Report and Supplement to the Final Environmental Impact Statement [R]. 1996.
  • 6[6]South Florida Water Management District Kissimmee River Restoration Projects Progress [ EB/OL]. http ://www.sfwmd.gov/org/erd/krr/construct/krr _ const _ sum. pdf, 2002.
  • 7[7]South Florida Water Management District The Kissimmee River Restoration Evaluation Program [EB/OL] http://www sfwmd. gov/org/erd/krr/krrep/3 _ krreep html, 2003.
  • 8武汉水利电力学院河流泥沙工程学教研室.河流泥沙工程学[M]水利电力出版社,1983.
  • 9徐国宾,张力忠,梁永立.太原市汾河河道治理工程泥沙模型试验研究[J].水利水电工程设计,1998(3):26-28. 被引量:2
  • 10吕秀贞,彭润泽.几何变态模型中悬沙输移相似性研究[J].泥沙研究,1996(1):37-47. 被引量:5

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