摘要
通过新疆金沟河弯道式引水枢纽改建工程模型试验研究 ,提出了在弯道内增设中导流堤和溢流侧堰的工程措施 ,较好地解决了第一代弯道式引水枢纽弯道过宽而产生的泥沙淤积和引水等问题 。
Through the hydraulic model research of Xinjiang Jingou River bend style water diversion structure reconstruction works, this paper put forward engineering measure by setting up a middle diversion dike and overflow side weir in bend, so it is a good solution to solve the sediment deposition and water diversion problem which is result from wide bend of the first generation bend style water diversion structure.It has reference effect for modification and design of bend style water diversion structure.
出处
《新疆农业大学学报》
CAS
2001年第4期44-48,共5页
Journal of Xinjiang Agricultural University
关键词
弯道式引水枢纽
引水弯道
溢流侧堰
bend style water diversion structure
water diversion bend
overflow side weir
