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Integration of remote sensing and GIS for modelling flash floods in Wadi Hudain catchment, Egypt

机译:遥感与GIS的集成,为埃及Wadi Hudain流域的山洪建模

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This paper presents a new approach to modelling flash floods in dryland catchments by integrating remote sensing and digital elevation model (DEM) data in a geographical information system (GIS). The spectral reflectance of channels affected by recent flash floods exhibit a marked increase, due to the deposition of fine sediments in these channels as the flood recedes. This allows the parts of a catchment that have been affected by a recent flood event to be discriminated from unaffected parts, using a time series of Landsat images. Using images of the Wadi Hudain catchment in southern Egypt, the hillslope areas contributing flow were inferred for different flood events. The SRTM3 DEM was used to derive flow direction, flow length, active channel cross-sectional areas and slope. The Manning Equation was used to estimate the channel flow velocities, and hence the time-area zones of the catchment. A channel reach that was active during a 1985 runoff event, that does not receive any tributary flow, was used to estimate a transmission loss rate of 7·5 mm h~(-1), given the maximum peak discharge estimate. Runoff patterns resulting from different flood events are quite variable; however the southern part of the catchment appears to have experienced more floods during the period of study (1984-2000), perhaps because the bedrock hillslopes in this area are more effective at runoff production than other parts of the catchment which are underlain by unconsolidated Quaternary sands and gravels. Due to high transmission loss, runoff generated within the upper reaches is rarely delivered to the alluvial fan and Shalateen city situated at the catchment outlet. The synthetic GIS-based time area zones, on their own, cannot be relied on to model the hydrographs reliably; physical parameters, such as rainfall intensity, distribution, and transmission loss, must also be considered.
机译:本文提出了一种通过将遥感和数字高程模型(DEM)数据集成到地理信息系统(GIS)中来对旱地流域洪水进行建模的新方法。受近期山洪暴发影响的河道的光谱反射率显示出明显的增加,这是由于随着洪水的退缩,这些河道中细小沉积物的沉积。这样就可以使用Landsat影像的时间序列将受近期洪水事件影响的流域部分与未受影响的部分区分开。利用埃及南部瓦迪胡达因(Wadi Hudain)集水区的图像,推断出造成洪水的山坡地区是不同洪水事件的结果。 SRTM3 DEM用于得出流向,流长,有效通道横截面积和斜率。曼宁方程用于估算河道流速,从而估算集水区的时区。在给定最大峰值流量估算的情况下,使用1985年径流事件中未接收到任何支流的活动河道来估算7×5 mm h〜(-1)的传输损耗率。不同洪水事件导致的径流模式变化很大。然而,在研究期间(1984-2000年),该流域的南部地区似乎遭受了更多的洪灾,这可能是因为该地区的基岩山坡在径流生产方面比未合并第四纪的流域其他地区更有效。沙子和碎石。由于高的传输损耗,上游产生的径流很少传递到冲积扇和位于集水口的Shalateen市。基于合成GIS的时区本身不能可靠地对水位图进行建模。还必须考虑物理参数,例如降雨强度,分布和传输损耗。

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