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河流崩岸防治的模袋排帘法及模型试验
引用本文:谢立全,于玉贞,单宏伟,庞东明.河流崩岸防治的模袋排帘法及模型试验[J].清华大学学报(自然科学版)网络.预览,2007(9).
作者姓名:谢立全  于玉贞  单宏伟  庞东明
作者单位:清华大学水利水电工程系水沙科学与水利水电工程国家重点实验室 北京100084
摘    要:为解决冲刷引起的崩岸问题,结合土力学和水力学两方面的原理,提出了崩岸防治新措施——模袋排帘。通过室内水槽模型的含沙水流试验,测量泥沙冲淤地形变化,对所提出的模袋排帘的功效进行了直观的验证。结果表明,模袋排帘结构形式能有效调整近岸坡水流结构;透沙窗的设置,适应河流悬沙分布特征,实现了局部淤积、稳定岸坡地形的目的;大大降低岸坡上的排体覆盖率,经济成本得到削减,且施工方便。

关 键 词:土力学  水力学  崩岸防治  模袋排帘

Fabric strip-curtain to prevent riverbank collapse and model flow tests
Authors:XIE Liquan  YU Yuzhen  SHAN Hongwei  PANG Dongming
Abstract:Riverbank can be protected from erosion induced collapse by long tubular fabric strips with a floating curtain(strip-curtain)whose design is based on the principles of soil mechanics and hydraulics.Model flow tests with suspended sediment in a rectangle flume included hypsographic measurements of the plastic sand bed before and after the tests.The results show that the strip-curtains can effectively improve the flow structure near the riverbank.The size of sand-pass windows and the bottom currents with high suspended sediment density,are reasonable for the vertical distribution of suspended sediment in the river flow,so the bank slope can remain steady for a long time,even when local alluviums form.The coverage of the bank with this method is less than that with conventional measures which need to cover the entire slope,so the fabric strip-curtains are easy to construct and inexpensive.
Keywords:soil mechanics  hydraulics  bank collapse and protection  fabric strips with floating curtain
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