[1]辛全才,刘力,史文兵.淤地坝最优坝高设计[J].水土保持研究,2004,11(04):154-156.
　XIN Quan-cai,LIU Li,SHI Wen-bing.The Design for the Optimum Height of Warping Dam[J].Research of Soil and Water Conservation,2004,11(04):154-156.
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淤地坝最优坝高设计

《水土保持研究》[ISSN:1005-3409/CN:61-1272/P] 卷: 11 期数: 2004年04期 页码: 154-156 栏目: 出版日期: 1900-01-01
Title:
The Design for the Optimum Height of Warping Dam
作者:
辛全才1, 刘力1,2, 史文兵1
1. 西北农林科技大学, 陕西杨陵 712100;
2. 中国科学院水利部水土保持研究所黄土高原土壤侵蚀与旱地农业国家重点实验室, 陕西杨陵 712100
Author(s):
XIN Quan-cai1, LIU Li1,2, SHI Wen-bing1
1. Northwest Sci-tech University of Agriculture and Forestry, Yangling, Shaanxi 712100, China;
2. The State Key Lab of Soil Erosion and Dryland Farming on Loess Plateau, Institute of Soil and Water Conservation, CAS & MWR, Yangling, Shaanxi 712100, China
关键词:
淤地坝; 经济效益; 模型优化
Keywords:
warping dam; economic benefit; model optimizing
分类号:
S157.31
摘要:
从对单个的淤地坝的效益分析入手，以拦泥坝高为决策变量，考虑到淤地面积、保收率随时间的变化和防洪问题，以单坝产生的最大经济效益为目标函数，建立了数学模型。采用Fortran语言编写程序，对具体的算例进行了计算，取得了比较满意的结果。
Abstract:
Based on benefit analysis of single warping dam, a mathematic model for designing dam height was established, taking the maximal economic benefit of single dam as object function. Meanwhile, computer calculation program by the Fortran language was made to use the case study, the result was satisfactory.

参考文献/References:

[1] 辛树帜, 蒋德麒.中国水土保持概论[M].北京:农业出版社, 1982.
[2] 辛全才, 王静.淤地坝坝体土方量, 淤地面积和库容的简易推算[J].中国水土保持, 1994, (6):18-20.
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[4] 赵蔚静.黄河中游地区淤地坝结构形式改进初探[J].中国水土保持, 1982, (3):38-41.
[5] 揭曾佑.试论黄河中游治理中的淤地坝、水库和水土保持措施[J].中国水土保持, 1988, (12):31-32.
[6] 崔云鹏, 蒋定生.水土保持工程学[M].西安:陕西人民出版社, 1997.

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备注/Memo

收稿日期:2004-7-10;改回日期:。
作者简介:辛全才（1965- ），男，陕西蒲城人，副教授，主要从事水环境岩土工程及水利水电工程等方面的教学和科研工作。

更新日期/Last Update: 1900-01-01