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本文就边坡陡度m对冲深的影响问题进行了试验研究和探讨,分析了丁坝冲深受m影响的变化规律,提出了边坡陡度的较佳取值范围,并首次提出了具有边坡陡度的漫水丁坝局部冲深的修正计算模式。
In this paper, the impact of slope steepness m hedge depth is studied and discussed. The variation rule of the depth of heel slope dam affected by m is analyzed. A better range of slope steepness is proposed. Correction Calculation Mode of Local Depth of Flooding Dingba with Slope Steepness.