摘要
在引水枢纽布置中 ,取水口位置的选择是关键。但因河流弯曲形状、含泥沙的程度、性质不同 ,将采取不同的经验公式来确定取水口的位置。利用实验资料验证并对比分析了弯道取水口位置计算公式的适用范围。
During arranging water drawing pivot, it's the key to select the position of water fetching hole. Different formulas are adopted to local the position of the position because differences of curve form, sand content and characteristic in rivers. This paper makes a test and contrast analysis on calculating formula adaptive range in the position of curve water fetching hole according to practice materials.
出处
《黑龙江水专学报》
2001年第2期4-5,共2页
Journal of Heilongjiang Hydraulic Engineering College
关键词
弯道
取水口
位置
计算公式
适用范围
curve
water fetching hole
position
calculating formula
adaptive range
