摘要
受洪水涨落和回水顶托影响的水位流量关系一般为复杂的时序型绳套曲线 ,通常可用落差指数法作单值化处理 .但由于落差指数法需经反复试算 ,给电算带来不便 .本文提出了落差指数直接解算的数学模型 ,并应用于长江中游螺山站的水位流量关系分析 .
In general,stage discharge relationship is influenced by fluctuation rate of flood and setup of backwater is time sequence loop curve in natural river,and the fall exponent method is used to single valued processing.But fall exponent method exists some inconvenient in the data processing by computer,because this method needs trying again and again.This paper puts forward the direct calculation mathematical model of fall exponent for using computer,which is applied for stage discharge relationship analysis in Luoshan Station at middle reaches of the Yangtze River.
出处
《浙江水利水电专科学校学报》
2000年第4期3-4,22,共3页
Journal of Zhejiang Water Conservancy and Hydropower College
关键词
水位流量关系
落差指数法
直接算法
最小二乘估计
数学模型
最优拟合
stage discharge relationship
fall exponent method
direct solution
least squares estimation
mathematic model
optimun fitting
