In this paper,thetype of flow in perforated pipe was analysed,and the influence of which on calculating waterhead losses was simulated by computer programme.

 
  • 大量計算表明,灌溉中使用的小流量多孔管的首端流態(tài)一般是紊流光滑區和紊流過(guò)渡區,而在末端或多或少出現一定長(cháng)度的層流段。
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