[1]穆天亮,王全九.淤地坝最优坝高的确定方法研究[J].水土保持研究,2008,15(04):24-27.
 MU Tian-liang,WNAG Quan-jiu.Study on the Determination Method of the Optimized Dam Height[J].Research of Soil and Water Conservation,2008,15(04):24-27.
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淤地坝最优坝高的确定方法研究

参考文献/References:

[1] 《水土保持治沟骨干工程暂行技术规范》(SD175-86)[S].
[2] 《淤地坝工程技术规范》(晋Q834-85)[S].
[3] 《水利经济计算规范》(SD139-85)[S].
[4] 郭文元, 穆天亮.关于淤地坝设计洪水标准确定方法的探讨[J].山西水土保持科技, 1986(4):15-18.
[5] 穆天亮, 郭文元.淤地坝枢纽结构的选择和溢洪道最佳宽度的确定[J].水土保持学报, 1990, 4(2):19-25.
[6] 聂兴山, 许国平, 郭文元. 晋西王家沟流域坝地发展灰色预测[C]//晋西淤地坝试验研究文集, 郑州:黄河水利出版社, 2000:180-185.
[7] 郭文元, 李如鸿.淤地坝工程有关问题探讨[J].山西水土保持科技, 1985(3):12-18.

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备注/Memo

收稿日期:2007-5-15。
作者简介:穆天亮(1962- ),男,山西方山人,博士,教授级高级工程师,主要研究方向为水土资源与生态环境。E-mail:sxllslmtl@vip.sina.com

更新日期/Last Update: 1900-01-01