摘要
不平衡输沙过程伴随着含沙量垂线分布的调整,韩其为较早提出了不平衡输沙含沙量垂线分布公式,但由于引入了三个未知参数,使公式的应用受到较大限制。通过数学变换简化了其公式,使未知参数由三个减少为两个,并探讨了所得公式的适用范围,含沙量均匀分布的条件,各因素对含沙量垂线分布曲线形态的影响。提出了检验不平衡输沙含沙量垂线分布公式合理性的方法,分别从定性和定量两个角度进行了检验。
The vertical profiles of suspended sediment concentration are usually adjusted in the non-equilibrium sediment transport process. The non-equilibrium vertical distribution formulas of sediment concentration were proposed by Han earlier. However, three unknown parameters were introduced and the practicability were limited. The formula was simplified by mathematical transformation, and the unknown parameters were reduced from three to two. The applicability range of the formula, the conditions for uniform distribution of sediment concentration, and the influences of various factors on the shape of vertical distribution curve were discussed. The methods to test the rationality of the non-equilibrium vertical distribution formula were put forward, and then the formula was tested from qualitative and quantitative respectively.
作者
马子普
郭庆超
关见朝
乐茂华
MA Zi-pu;GUO Qing-chao;GUAN Jian-zhao;LE Mao-hua(State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin,Beijing 100038,China;China Institute of Water Resources and Hydropower Research,Beijing 100038,China;Yellou River Instilute of Hydraulic Research,YRCC,Zhengzhou 450003,China)
出处
《泥沙研究》
CAS
CSCD
北大核心
2022年第3期1-8,共8页
Journal of Sediment Research
基金
国家重点研发计划项目(2018YFC1508405)
国家自然科学基金青年项目(52009145,42041004)
中央级公益性科研院所基本科研业务费专项(HKY-JBYW-2019-11)。
关键词
不平衡输沙
含沙量
垂线分布
均匀分布
含沙量饱和度
非饱和度参数
non-equilibrium sediment transport
suspended sediment concentration
vertical distribution
uniform distribution
concentration saturation
non-saturation parameter