摘要
通过理论分析、模型试验和对现有多沙水源取水工程的调查，研究并给出了正向前池边壁的合理曲线型式和圆形进水池尺寸的确定方法。研究结果可应用于实际工程。
Based on theoretical analysis, model tests and investigation of the existing diversion works from water resources with sediments, this paper studies and presents the determination method of rational curve patterns of straight front sump and the dimensions of circular intake sump. The research results can be applied to practical engineerings.
出处
《西安理工大学学报》
CAS
1998年第2期139-143,共5页
Journal of Xi'an University of Technology
关键词
多沙水源
泵站
前池
进水池
water resource with sediment pumping station front sump intake sump
