Energy Dissipation and Erosion Control of Stepped Overflow Structure on Key Dam of Gully Correction
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    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].水土保持通报英文版,2005,(2):1-4

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History
  • Received:July 25,2004
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  • Online: November 26,2014
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