水利水电科技进展2012，Vol.32Issue(4)：63-65,69,4.DOI:10.3880/j.issn.1006-7647.2012.04.015
瓯飞一期围垦工程排涝规模优化计算
An optimized calculation of drainage scale for first phase reclamation project of Oufei
刘云 1林登荣 2王斌 1包中进1
作者信息
- 1. 浙江省水利河口研究院,浙江杭州310020
- 2. 温州市水利投资开发有限公司,浙江温州 325000
- 折叠
摘要
Abstract
Based on the drainage standard and the gate operation principle, a two-dimensional mathematical model was adopted for optimized calculation of the drainage scale of the first phase reclamation project of Oufei, Because of the complicated drainage layout of the reclamation project in the tidal area and the large number of calculation conditions, the orthogonal experiment design was applied in this study to reduce calculation times and improve efficiency ,The sequence of the influence factors to the highest flood water level was also determined with the extremum difference analysis to further optimize the combination scheme of the drainage scale. Two optimization schemes were obtained based on the calculation, The drainage widtta of these two schemes are both smaller than the total width of the design scheme. The optimized calculation reduces the project investment and provides a basis for the design and engineering operation,关键词
排涝规模/正交试验法/水闸/闸室宽度/闸底板高程/瓯飞一期围垦工程Key words
drainage scale/ orthogonal experiment design/ gate/ gate width/ gate floor elevation/ the first phase reclamation project of Oufei分类
农业科技引用本文复制引用
刘云,林登荣,王斌,包中进..瓯飞一期围垦工程排涝规模优化计算[J].水利水电科技进展,2012,32(4):63-65,69,4.
