立方抛物线形断面收缩水深的直接计算研究  

Research on Direct Calculation of Contracted Water Depth in Cubic Parabolic Cross-sections

作　　者：陈诚 龚懿 王洁 严岳同 胡璟[3] CHEN Cheng GONG Yi WANG Jie YAN Yue-tong HU Jing(College of Hydraulic, Energy and Power Engineering, Yangzhou University, Yangzhou 225009, Jiangsu Province, China Suqian Water Control Project Administration Bureau, Suqian 223500, Jiangsu Province, China ~ Hongze Lake Water Conservancy Project Management Office in Jiangsu Province, Hongze 223100, Jiangsu Province, China)

机构地区：[1]扬州大学水利与能源动力工程学院,江苏扬州225009 [2]宿迁水利枢纽管理局,江苏宿迁223800 [3]江苏省洪泽湖水利工程管理处,江苏洪泽223100

出　　处：《中国农村水利水电》2017年第2期173-175,181,共4页China Rural Water and Hydropower

基　　金："十二五"国家科技支撑计划项目(2015BAB07B01);江苏省普通高校研究生科研创新计划项目(KYLX16_1397);中国博士后科学基金面上资助项目(2015M571826);江苏省高校优势学科建设工程资助项目(PAPD);扬州大学大学生学术科技创新基金资助项目(x20160528);扬州大学科技创新培育基金(2015CXJ025)

摘　　要：立方抛物线形断面收缩水深的计算需求解含已知参数的单变量高次方程,理论上无解析解。首次提出高次方程近似求解的迭代逼近-逐次优化拟合方法,基于迭代理论建立合适的拟合函数模型,选取适当的参数对其进行逐次优化拟合,得到一套高精度的直接计算公式,为明渠特征水深的精确计算提供了一条新的途径。误差分析及实例计算结果表明,在工程适用范围内,该公式的最大相对误差绝对值小于0.118%,精度高于现有的各类直接计算公式,具有较大的工程实用价值。High-order equations including one variable and known parameters have to be solved for the calculation of contracted water depth in cubic parabolic cross-sections, which have no analytic solutions. The iterative approximation optimal fitting method was first established for the approximate solutions of high-order equations. An appropriate model function was proposed for curve fitting based on the iteration theory＇. Proper parameters were selected for gradually optimal fitting and a direct calculation formula with high accuracy was derived, thus providing a new approach to the accurate calculation of characteristic depths in open channels. Results of error analysis and practical example indicate that within the practical scope of engineering, the maximum absolute relative error of the proposed formula was less than 0.118%, which was more accurate than all the presently available formulae. The proposed formula was of great value for practical projects.

关 键 词：迭代逼近 逐次优化拟合 立方抛物线形断面 收缩水深 

分 类 号：TV131.4[水利工程—水力学及河流动力学]