摘要
通过对北盘江石板寨河段实际情况的勘察,结合历史流量和输沙率资料,采用准二维泥沙数学模型对石板寨水库有堰和无堰两种设计方案进行了计算比较.最后给出了无堰方案更有利于确保电站及水库的安全运行的结论.
Through the actual reconnaissance of the reservoir of Shibanzhai in the Beipan River, combine historical flow and the materials of fail sand rate, compare the difference of the design plan that have weir or not with A quasi-2D numerical sand model. Finally, provide the condusion that the second design is more suitable to guarantee the safely operation of hydropower station and reservoir.
出处
《重庆交通学院学报》
2006年第1期149-152,共4页
Journal of Chongqing Jiaotong University
关键词
水流
分析
水库
泥沙
准二维数学模型
waterway
analysis
reservoir
silt
quasi-2D numerical model