...
首页> 外文期刊>Journal of Hydrology >Suspended sediment transport response to upstream wash-load supply in the sand-bed reach of the Upper Yellow River, China
【24h】

Suspended sediment transport response to upstream wash-load supply in the sand-bed reach of the Upper Yellow River, China

机译:黄河上游沙床段上游泥沙悬浮输送的响应

获取原文
获取原文并翻译 | 示例

摘要

Wash load is a major component of suspended sediment transport in the sand-bed reach of the Upper Yellow River, China. This wash load sediment originates from the Loess region, with the high runoff mainly originating from the rock mountains of its upstream basin. These characteristics result in a mismatch between water and sediment sources and a low probability of high runoffs meeting high suspended sediment concentration (SSC) flows. As a result, higher runoff with lower SSC levels (HR-LS) and lower runoff with higher SSC values (HS) occur, whose SSCs do not follow the typical power form for flow discharges, C-i = alpha Q(beta), where C-i and Q are SSC and flow discharge, respectively. Here, we modify the traditional power form with an upstream wash-load supply function C1-beta to satisfy the relation between the water and wash load sediment concentrations in water-sediment mismatched cases, C-i = alpha Q(beta)C(1-beta), where C is an input flow's SSC. Using the daily flow discharges and SSCs of nine typical HR-LS flows and 18 HS flows in our study reach from 1960 to 2012, we find that,6 changes in response to input flow conditions and downstream transport distances. When the downstream transport distance is between 360 and 663.5 km, beta varies between 0.3 and 0.6 in a HS input flow condition, while in the HR-LS input flow case, beta tends to be greater than 0.6 (between 0.74 and 0.65). The entrainment rate of an HR-LS flow and the deposition rate of an HS flow appear to be asymmetrically balanced, establishing a primary mechanism for channel aggradation and upward fining of floodplains in our study reach. (C) 2015 Elsevier B.V. All rights reserved.
机译:洗涤负荷是中国黄河上游沙床中悬浮泥沙输送的主要组成部分。冲刷的沉积物来自黄土地区,高径流主要来自上游盆地的岩山。这些特征导致水和沉积物源之间的不匹配以及满足高悬浮物浓度(SSC)流量的高径流的可能性很小。结果,出现了具有较低SSC水平(HR-LS)的较高径流和具有较高SSC值(HS)的较低径流,其SSC不遵循流量排放的典型功率形式Ci = alphaQβ(其中Ci和Q分别是SSC和流量排放。在这里,我们用上游洗涤负荷供应函数C1-β修改传统的幂形式,以满足水-沉积物不匹配情况下水与洗涤负荷沉积物浓度之间的关系,Ci = alphaQβC(1-beta) ),其中C是输入流的SSC。利用我们研究中从1960年到2012年的9种典型HR-LS流和18 HS流的日流量排放和SSCs,我们发现,6随着输入流量条件和下游运输距离的变化而变化。当下游运输距离在360至663.5 km之间时,在HS输入流量条件下β值在0.3到0.6之间变化,而在HR-LS输入流量情况下,β值往往大于0.6(在0.74到0.65之间)。 HR-LS流的夹带速率和HS流的沉积速率似乎是不对称平衡的,这为我们研究范围内的洪泛区渠道聚集和向上精细化建立了主要机制。 (C)2015 Elsevier B.V.保留所有权利。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号