摘要: 探明设闸门控流圆形坝下涵管发生有压水跃的水力学条件,并提出有压水跃在涵管内位置的计算方法,推导相应涵管出口水深计算公式,举例介绍了具体计算步骤。
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蔡勇峰, 蔡勇平, 蔡晓鸿. 进水口设闸门控流坝下涵管有压水跃及其水力计算[J]. 大坝与安全, 2023, 0(5): 1-3,14.
CAI Yongfeng, CAI Yongping and CAI Xiaohong. Pressure hydraulic jump in the culvert pipe under the dam with gate at water inlet and its hydraulic calculation[J]. Dam & Safety, 2023, 0(5): 1-3,14.