bed sediment load

基本解釋

A sediment transport model of bed load that interacts with 3D turbulent flow was developed.
開發(fā)了與全三維紊流模型連接計算的泥沙模型。
The released flow from reservoirs carries less sediment load of bed material than pre? dam periods.
建壩后水庫下泄水流挾帶的床沙質(zhì)含沙量減少，壩下游河床出現(xiàn)沖刷。
Lastly, studies transportation characteristic of bed load sediment of upstream end before vegetation dam. Preliminarily clear sand-binding mechanism of vegetation "flexible dam".
最后對植物壩前上游段推移質(zhì)泥沙的輸移特性進(jìn)行了研究，初步探明了植物“柔性壩”的固沙機(jī)理。