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Sediment transferring function of the lower reaches of the Yellow River influenced by drainage basin factors and human activities

机译:流域因素和人类活动对黄河下游沉积物迁移功能的影响

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Sediment transferring function (F_s) of rivers is defined and indexed in this study, based on the concept of sediment budget at river reach scales. Then, study is made on the F_s of the lower reaches of the Yellow River in relation to natural and human factors in the drainage basin, such as the annual precipitation in different water and sediment source areas, proportion of >0.05 mm sediment of the total sediment load to the lower reaches of Yellow River, the regulated degree of the "clear" baseflow from the drainage area above Lanzhou, frequency of hy-perconcentrated flows, area of soil and water conservation measures in the drainage basin. As a result, a multiple regression equation has been established between F_s and 7 influencing factors, with multiple correlation coefficient r= 0.90. The reduction in annual precipitation in different water and sediment source areas has different effects on F_s. The reduction in annual precipitation in the area above Hekou Town and the area between Longmen and Sanmenxia results in a reduction in F_s, but the reduction in annual precipitation in the area between Hekou Town and Longmen results in an increase in F_s. The grain size composition of sediment load strongly affects the F_s; the larger the proportion of >0.05 mm sediment in the suspended sediment load entering the lower reaches of the Yellow River is, the lower the F_s will be. Thus, if the Xiaolangdi Reservoir traps coarse sediment and releases fine sediment, F_s will be enhanced. This study also shows that the lower the proportion of high-flow season river flow to the annual total river flow at Lanzhou Station is, the lower the F_s will be. Therefore, the interception of large quantities of clear water by the reservoirs on the upper reaches of Yellow River is one of the major causes for the decrease in F_s in the lower reaches of the Yellow River.
机译:在此研究的基础上,基于河段规模的泥沙收支概念,定义了河流的泥沙转移函数(F_s)并对其进行了索引。然后,根据流域内自然和人为因素,对黄河下游的F_s进行了研究,例如不同水和泥沙源区的年降水量,占泥沙总量的> 0.05 mm。黄河下游的泥沙负荷,兰州以上流域“清澈”的基流的调节程度,高浓度流的频率,流域的水土保持措施面积。结果,在F_s和7个影响因素之间建立了多元回归方程,多重相关系数r = 0.90。不同水和泥沙源区的年降水量减少对F_s有不同的影响。河口镇以上地区和龙门至三门峡之间地区的年降水量减少导致F_s减小,而河口镇与龙门之间的地区年降水量的减少导致F_s增加。沉积物负荷的粒度组成强烈影响F_s。在进入黄河下游的悬浮泥沙中,> 0.05 mm泥沙的比例越大,F_s越低。因此,如果小浪底水库捕获较粗的泥沙并释放出较细的泥沙,F_s将会增加。该研究还表明,兰州站的高流量季节河流流量占年度总流量的比例越低,F_s越低。因此,黄河上游水库拦截大量的清水是黄河下游F_s下降的主要原因之一。

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