摘要
文中论述了双台子河闸除险加固工程水工模型试验研究内容及成果,通过定床、动床模型实验,测量了特征流量下的水力要素,验证了深孔闸、浅孔闸及过水斜堤在各水文要素下的联合泄流能力,复核了下游消能防冲设施的合理性,并提出了最优的运用调度方式。
The paper introduces the content and result of hydraulic model test for danger control and reinforcement project of Shuangtaizi river gate. Through the model test with immovable bed and movable bed, the hydraulic factors are measured under the characteristic flow, the combined discharge capacity of deep well gate, shallow well gate and inclined bank is verified under the hydrological elements, the rationality of downstream energy dissipation and erosion control facilities is reviewed and the optimal operation method is proposed.
出处
《东北水利水电》
2018年第2期37-40,共4页
Water Resources & Hydropower of Northeast China
关键词
双台子河闸
水工模型试验
泄流能力
消能防冲
Shuangtaizi river gate
hydraulic model test
discharge capacity
energy dissipation and erosion control
