首页> 外文期刊>Journal of Hydrology >Quantifying detachment rate of eroding rill or ephemeral gully for WEPP with flume experiments
【24h】

Quantifying detachment rate of eroding rill or ephemeral gully for WEPP with flume experiments

机译:用水槽实验量化WEPP的侵蚀小溪或短暂沟壑的脱离率

获取原文
获取原文并翻译 | 示例
获取外文期刊封面目录资料

摘要

Ephemeral gullies or rills are major sediment sources and the primary channel to convey runoff and sediments from hillslopes. Quantifying the detachment rate is important for understanding the erosion process of ephemeral gullies. This study suggests a method to estimate the detachment rate for use in WEPP model, using sediment distribution data along an eroding rill or ephemeral gully under controlled flume experiments, conducted at four slope gradients (8.74%, 17.62%, 26.78%, and 36.38%) and four flow rates (32, 64, 128 and 256 L min(-1)). The experimental soil materials were packed into the flume of 0.5 m wide, 0.6 m deep and 12 m long, to a thickness of 0.5 m at a bulk density of 1300 kg m(-3). Regulated water flow was introduced to soil surface at the upper end of flumes. The detachment rate was calculated from the spatial distribution data of sediment concentrations measured with sediment-laden water samples simultaneously taken along the gullies at one meter intervals. Results showed that the detachment rate was well fitted with downslope distance along the rill or ephemeral gully by an exponential equation. The regression parameters indicated that detachment rate decreases linearly with sediment load in the gully flow. The feedback relationship between sediment load and detachment rate in nil or ephemeral gullies could be adequately represented by the first-order coupling equation for loess soil under steep slopes and high flow rates. The detachment rates along the rills or ephemeral gullies were found to increase with slope gradient and flow rate and the detachment rate was positively related to unit stream power and the deficit between max sediment load and the local sediment load. (C) 2014 Elsevier B.V. All rights reserved.
机译:临时沟壑或小溪是主要的沉积物来源,是从山坡上输送径流和沉积物的主要渠道。量化脱离速率对于理解短暂沟壑的侵蚀过程很重要。这项研究提出了一种方法,用于估计WEPP模型中的脱离速率,该方法使用在受控的水槽实验下沿侵蚀小溪或短暂沟渠的沉积物分布数据,在四个坡度坡度(8.74%,17.62%,26.78%和36.38%)下进行)和四个流速(32、64、128和256 L min(-1))。将实验土壤材料包装到宽0.5 m,深0.6 m和长12 m的水槽中,堆积密度为1300 kg m(-3)到0.5 m。将调节的水流引入水槽上端的土壤表面。从沿含沙沟同时采集的含沙水样品以一米为间隔测量的沉积物浓度的空间分布数据,计算出脱离速率。结果表明,沿指数分布方程,沿小溪或短暂沟壑的脱坡率与下坡距离非常吻合。回归参数表明,流失速率随泥沙流量线性减小。在陡坡和高流速下,黄土的一阶耦合方程可以充分地表示零位或临时沟壑区的泥沙负荷与脱离速率之间的反馈关系。沿小溪或临时沟渠的脱离速率随坡度和流速的增加而增加,且脱离速率与单位水流功率以及最大沉积物负荷和局部沉积物负荷之间的赤字呈正相关。 (C)2014 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