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基於全概率的斜坡上推移質輸沙率公式

Formula of Bed-load Sediment Transport Based on Full Threshold Probability of Slopes

摘要


為了獲得物理概念更加清晰、精度更高和適用範圍更廣的斜坡上推移質輸沙率公式,基於水流隨機特性和泥沙顆粒位置隨機特性對泥沙起動概率的影響,採用滾動模型,推導了斜坡泥沙起動的全概率公式,以多層運動模型替換單層運動模型,修正了單位床面上可運動的泥沙顆粒數,從理論上推導了斜坡上泥沙臨界起動條件和推移質平均運動速度,結合Engelund的推移質輸沙率公式的基本概念,得到了斜坡上的單寬推移質輸沙率公式,通過與不同坡度實測輸沙率資料及其它經典輸沙率公式對比,分析了平坡時計算誤差較大的主要原因,證明了本文公式在不同坡度下均具有較高的計算精度。

並列摘要


This paper commits to the formula of slope load transport rate with clearer physical concept, higher precision and wider application range. Based on the random characteristics of water flow and the random characteristics of sediment particle position on the probability of sediment initiation, the rolling model was used to derive the full threshold probability formula of slope sediment initiation; the single-layer motion model was replaced by a multi-layer motion model, and the number of movable sediment particles per unit bed surface was corrected; based on the theory, the sediment starting conditions and the average moving speed of the bed were derived. Combined with Engelund's basic concept of the load-transporting rate formula, the formula for the single-wide bed-load sediment transport rate and the sediment transport intensity calculation formula on the slope were obtained. The formulas of the sediment transport rate with different slopes are compared and verified. The results show that the physical concept of the formula is clearer and has higher calculation accuracy under different slopes.

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