Energy Dissipation and Erosion Control of Stepped Overflow Structure on Key Dam of Gully Correction
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Energy Dissipation and Erosion Control of Stepped Overflow Structure on Key Dam of Gully Correction
Bulletin of Soiland Water ConservationVol. 24, Issue 2, Pages: 1-4(2005)
作者机构:
1. 西安理工大学,陕西,西安,710048
2. 日本大学,东京,日本,101-8308
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Published:2005
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TIAN Jia-ning, LI Jian-zhong, TAKAHASHI Masayuki. Energy Dissipation and Erosion Control of Stepped Overflow Structure on Key Dam of Gully Correction[J]. Bulletin of Soiland Water Conservation, 2005, 24(2): 1-4.
DOI:
TIAN Jia-ning, LI Jian-zhong, TAKAHASHI Masayuki. Energy Dissipation and Erosion Control of Stepped Overflow Structure on Key Dam of Gully Correction[J]. Bulletin of Soiland Water Conservation, 2005, 24(2): 1-4.DOI:
Energy Dissipation and Erosion Control of Stepped Overflow Structure on Key Dam of Gully Correction
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).