基于平衡防渗原理的土石坝防渗帷幕优化设计
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TV223.4+3

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陕西省黄土力学与工程重点实验室重点科研计划(09JS103);水利部公益性行业科研专项(201201053-03)


Optimal design of embankment dam antiseepage curtain based on equilibrium seepage control principle
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    摘要:

    针对各种现行水工规范对防渗帷幕尺寸的确定既无统一认识、工程实践中也无统一标准的问题,依据渗流控制原理,在满足渗透稳定和渗流量控制标准的前提下,提出防渗帷幕结构优化的“深度→长度→厚度”依次设计的“平衡防渗法”,该方法先以渗漏量和坡降为控制标准优先确定防渗帷幕深度,再以两岸的最大绕渗速度等于防渗帷幕上下游地层中的最大绕渗速度确定防渗帷幕的长度,最后以穿过防渗帷幕的最大渗流速度等于防渗帷幕上下游地层中的最大绕渗速度确定防渗帷幕厚度,据此优化设计既可保证防渗效果达到最佳,又可保证投资达到最小。工程算例优化计算结果表明该方法计算过程简单,计算结果可靠。

    Abstract:

    At present, there is no fixed uniform standard for the size of anti-seepage curtain in various hydraulic design criteria as well as engineering practices. On the premise of keeping the seepage stable and conforming the seepage flow control standards, and based on seepage control principle, this paper presents the equilibrium seepage control method to optimize the structure of anti-seepage curtain in the order of depth, length and thickness. First, this method provides the depth of anti-seepage curtain by taking seepage quantity and slope as the standard, and then determines the length when the maximum bypass seepage velocity on two sides is equal to that in the formation of upstream and downstream of anti-seepage curtain. Finally, the method regulates the thickness when the maximum seepage velocity through anti-seepage curtain is equal to the maximum bypass seepage velocity in the formation of upstream and downstream of anti-seepage curtain. This optimal design not only ensures the best impervious effects, but also reduces financial costs. Overall, the optimized calculation results of engineering examples show that the proposed method is simple in terms of computation process and the results are reliable.

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党发宁,田红梅,王振华.基于平衡防渗原理的土石坝防渗帷幕优化设计[J].水利水电科技进展,2015,35(4):44-48.(DANG Faning, TIAN Hongmei, WANG Zhenhua. Optimal design of embankment dam antiseepage curtain based on equilibrium seepage control principle[J]. Advances in Science and Technology of Water Resources,2015,35(4):44-48.(in Chinese))

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  • 在线发布日期: 2015-07-12
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