[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

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.
[3] 蒋定生.试论黄土高原梯田断面设计[J].水土保持学报, 1987, 1(2):28-35.
[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