摘要
本文通过模型试验和理论分析,研究了低水头闸坝工程的泄流能力及其影响因素,特别是闸底板高程与上游河床的相对高差和淹没系数的影响等,得到了不同淹没度情况下低闸枢纽流量或水位的误差计算式和闸底板与上游河床相对高差对流量系数影响的经验公式,经实际工程验证说明了公式的正确性和适用性。
The discharge capacity and affecting factors of low head sluices, especially the effect of elevation difference between upstream riverbed and sluice project floor as well as the effect of submergence coefficient are studied experimentally and theoretically. The empirical formulas for calculating discharge capacity under various submergences and estimating the influence of elevation difference on discharge coefficient are deduced. The suitability and validity of the proposed formulas are verified by engineering practice.
出处
《水利学报》
EI
CSCD
北大核心
2005年第10期1246-1251,共6页
Journal of Hydraulic Engineering
关键词
闸坝
泄流能力
流量系数
经验公式
low head sluice
discharge capacity
discharge coefficient
elevation difference between upstream riverbed and project floor
empirical formula
作者简介
张绪进（1959-），四川蓬安人，研究员，主要从事水工水力学及河流动力学研究。E-mail：cqxks@cta．cq．cn
