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1)  stake dam
排桩滞流透水坝
2)  permeable pile dike
透水桩坝
1.
Discussion on impact factor of depth of scouring pit in front of permeable pile dike;
透水桩坝前冲刷坑深度影响因素探讨
2.
It studies the effects of physical model to diversion,scour and fill of permeable pile dike and hydraulic characteristic in front and behind the dike.
利用实体模型对透水桩坝导流冲淤情况及桩坝前后水力特性进行了研究,结果表明:①随着入流角的增大,透水桩坝的导流能力逐渐减弱;②在透水率分别为27%、33%、43%条件下,不管入流角度大小,透水桩坝前冲刷达到稳定后,桩坝前、后水位差一般在0。
3)  permeable pile dike for bank protection
护岸式透水桩坝
1.
Through the experiment on movable bed model of river engineering and combining theoretical analysis,the effects of deposition falling with tranquil flow of permeable pile dike for bank protection applied to the Yellow River and local scouring process near the pile pillar have been studied.
通过河工动床模型试验 ,结合理论分析 ,对护岸式透水桩坝应用于黄河的缓流落淤效果及桩柱附近局部冲刷过程进行了研究。
4)  permeable pile groin
井柱桩透水丁坝
1.
In order to prove water diversion and retarding action effect of permeable pile groins,the flow velocity formulas above and below the permeable pile groins are derived respectively.
为了验证井柱桩透水丁坝的分水缓流作用效果,建立单排井柱桩透水丁坝运行时的水量平衡方程,导出了单排井柱桩透水丁坝上下游流速公式。
5)  pile permeable groins
桩柱透水丁坝
1.
As a new fashion river regulation building,it is necessary to research the effect of pile permeable groins to local flow quantitatively.
作为一种新型河工建筑物,桩柱透水丁坝对局部水流的影响亟需可靠的定量研究。
6)  pile and waling groi
木桩横撑透水丁坝
补充资料:流滞
1.留滞;停留。流,通"留"。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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