治沟骨干工程台阶式泄水建筑物的消能防冲研究
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陕西省自然科学基金(2003E218);陕西省教育厅专项科研基金(01JK183)


Energy Dissipation and Erosion Control of Stepped Overflow Structure on Key Dam of Gully Correction
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    摘要:

    进行了可用于治沟骨干坝的3种不同坡度的台阶式泄水建筑物的模型试验。结果表明,在跌落水流时,消力池跃前断面单位能量随斜坡变陡和相对坝高Hdam/yc增加而增大,但当Hdam/yc增加到某一值后,逐渐趋于平缓。消力池跃前断面底部压力yp与堰上临界水深yc呈现正比线性相关,yp大小与台阶个数N无关。比较跃前断面压力修正系数λ>1和λ=1时的消能率,Hdam/yc=10左右时,其消能率相对误差可达7%左右,但当Hdam/yc≥70时,其相对误差则降至1%。试验结果也同时显示出λ与yp/y1同样有着很好的线性关系,其相关系数r=0.99999。

    Abstract:

    Modelled tests on a key dam show that, under nappe flow over three different slopes on a stepped over-flow structure,unit energy in the flow cross section before the hy draulic jump increases with increasing slope,and Hdam/yc similarly increases.As Hdam/yc approaches a certain value, the rate of increase in the unit energy in the flow cross section slows.The pressure ypat the bot tom of the cross section before the hydraulic jump in stilling basins demonstrates a posi tive linear correlation with critical water depth yc to the water crest,with the number N of the steps not affecting yp.Comparison of energy dissipation ratios at λ>1 and λ=1 (λ is the correction factor for pressure at the cross section before a hydraulic jump)reveals that the relative error amounts to about 7 %w hen Hdam/yc=10, with this error decreasing to 1 %when Hdam/yc ≥70.Experimental results also show that λ has a very strong linear correlation with yp/y1(r =0.9999).

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田嘉宁,李建中,高桥正行.治沟骨干工程台阶式泄水建筑物的消能防冲研究[J].水土保持通报,2005,(2):1-4

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  • 收稿日期:2004-07-25
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  • 在线发布日期: 2014-11-26
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