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土石坝坝体溢洪道底板动水压力的计算与修正
引用本文:杨京,唐新军. 土石坝坝体溢洪道底板动水压力的计算与修正[J]. 新疆农业大学学报, 2007, 30(4): 106-109
作者姓名:杨京  唐新军
作者单位:新疆农业大学,水利与土木工程学院,乌鲁木齐,830052
基金项目:新疆高等学校科研计划重点项目;新疆水利水电工程重点学科项目
摘    要:通过对已有溢流混凝土面板堆石坝模型试验成果的分析,发现当泄槽设置多道掺气挑坎时,由于掺气挑坎对水流的扰动影响,使得泄槽底板上的动水压强分布极不规则,作用于泄槽底板上动水压力的模型试验实测值与计算值相差较大,并随底板在泄槽中所处的位置而变化;根据模型试验实测值与计算值的对比,提出了计算底板动水压力时的修正建议。

关 键 词:土石坝  溢洪道  掺气挑坎  动水压力  修正建议
文章编号:1007-8614(2007)04-0106-04
修稿时间:2007-06-02

Calculation and Correction for Dynamic Water Pressure of Over-flow Earth-rock Dam
YANG Jing,TANG Xin-jun. Calculation and Correction for Dynamic Water Pressure of Over-flow Earth-rock Dam[J]. Journal of Xinjiang Agricultural University, 2007, 30(4): 106-109
Authors:YANG Jing  TANG Xin-jun
Affiliation:College of Water Conservancy and Civil Engineering, Xinjiang Agricultural University, Urumqi, 830052
Abstract:Through the hydraulic experiments of the over-flow earth-rock dam,the data of experiments were analyzed.The results showed that when spillway has many aeration ridges,the distributing of dynamic water pressure is abnormity.It was found that the data measured by the hydraulic experiments made a great difference with the data counted,and the different position with the different change.At last,from the contrast of two projects,the advice on fixing parameter had been given.
Keywords:earth-rock dam  spillway  aeration ridge  dynamic water pressure  amendatory advice
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