毛佩郁,段祥宝,毛昶熙. 丁坝头冲深和堵口抛石大小的计算[J]. 水利水运工程学报, 2001, (2): 46-50.
引用本文: 毛佩郁,段祥宝,毛昶熙. 丁坝头冲深和堵口抛石大小的计算[J]. 水利水运工程学报, 2001, (2): 46-50.
MAO Peiyu,DUAN Xiangbao,MAO Changxi. Calculation of scour depth around groyne head and size of riprap in closure work[J]. Hydro-Science and Engineering, 2001, (2): 46-50.
Citation: MAO Peiyu,DUAN Xiangbao,MAO Changxi. Calculation of scour depth around groyne head and size of riprap in closure work[J]. Hydro-Science and Engineering, 2001, (2): 46-50.

丁坝头冲深和堵口抛石大小的计算

Calculation of scour depth around groyne head and size of riprap in closure work

  • 摘要: 将局部冲刷计算式应用到丁坝头和堵口截流冲坑深度的计算,并引用绕板桩渗流场渗势理论计算水流绕坝头的单宽流量(或流速),而给出了进占堵口丁坝坝头护脚抛石的稳定性计算式,经过验算,冲深与抛石稳定性的计算与实际工程的结果较为一致。

     

    Abstract: A local scour depth formula is applied in the calculation of scour depth around a groyne head in a closure work, and the unit discharge (or velocity) around the groyne head is computed by use of the potential flow theory in seepage field. A formula reflecting the stabilization of riprap in a closure work and of groyne head apron is thus deduced. The calculation results of scour depth and stabilization of riprap are consistent with the actual situation.

     

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