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Factors affecting channel infiltration of floodwaters in Nahal Zin basin, Negev desert, Israel

机译:以色列内盖夫沙漠纳哈尔辛盆地洪水通道渗透的影响因素

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Although floods in arid environments have been documented, considerable uncertainties still exist as to the floodwater and in-channel infiltration relationships. In desert alluvial channels, the prime cause of flood discharge attenuation is water loss by infiltration into the alluvium. The present study documents flows in Nahal Zin, Israel, their infiltration into the channel bed, and the resultant change in the alluvium moisture content. The study uses a systematic combination of two experimental scales, the cross-section scale and the reach scale. Direct measurements of moisture distribution in the active channel during floods were made using time domain reflectometry. Twelve flow events were recorded. Flow patterns and their respective alluvium moisture content were analysed. A trench was dug in the alluvium for the study of alluvium properties and time domain reflectometry sensor installation. The alluvium was characterized in terms of size distribution and sediment stratigraphy, structure, and composition. Two main alluvial structures (closed and open) affected the advance of the wetting front and water losses. Alluvial units with an open structure (clast-supported) reached their maximum moisture content faster than closed structure units (matrix-supported). Small-sized particles and matrix-supported layers reduced infiltration rate. The measured velocities of the wetting front were 0.33 and 2.88 m h−1 for small and large floods respectively. The wetting front moved downward. Lateral movement was negligible. Copyright © 2016 John Wiley & Sons, Ltd.
机译:尽管已经记录了干旱环境中的洪水,但是关于洪水和河道内入渗关系的不确定性仍然存在。在沙漠冲积河道中,洪水泄洪衰减的主要原因是渗透到冲积层中而造成的水流失。本研究记录了以色列Nahal Zin的水流,它们向河床的渗透以及由此产生的冲积层水分含量的变化。该研究使用了两个实验规模的系统组合,即横截面规模和可及范围。使用时域反射仪直接测量洪水期间活动通道中的水分分布。记录了十二个流动事件。分析了流型及其各自的冲积层含水量。在冲积层中挖出一条沟槽,用于研究冲积层特性和时域反射计传感器的安装。冲积层的特征是粒度分布和沉积物地层,结构和组成。有两个主要的冲积构造(闭合和敞开)影响了润湿前沿的发展和水的流失。具有开放结构的冲积单元(由碎石支撑)比具有封闭结构的冲积单元(由基质支撑)更快地达到了最大水分含量。小尺寸的颗粒和基质支撑层降低了渗透率。对于小洪水和大洪水,测得的湿润锋速度分别为0.33和2.88 m h-1。湿润的前沿向下移动。横向运动可以忽略不计。版权所有©2016 John Wiley&Sons,Ltd.

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