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Flash floods in the Sahara: a case study for the 28 January 2013 flood in Qena, Egypt

机译:撒哈拉沙漠山洪暴发:2013年1月28日埃及Qena洪水的个案研究

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Understanding the torrential rainfall and its consequent surface runoff in the Sahara is a crucial issue for better flood protection and water management plans. This is often hampered by the lack of appropriate in situ measurements. Even now the satellite-derived rainfall suffers from great uncertainty. Thus, we adjusted the data obtained from real-time satellite rainfall coverage (HYDIS) using the in situ observed rainfall ( R obs ). Hydro-morphological parameters were then integrated with the empirical curve number ( CN ) approach to estimate the surface runoff in Qena, Egypt during the 28 January 2013 flash flood event. We deduced that the study area received a total precipitation ( ?¢????R cum ) of ?¢????35.6 ???? 10 6 [mm] and a total rain volume ( ?¢????R vol ) of ?¢????88.9 ???? 10 9 [m 3 ] mainly from wadi Qena (89.8%). The majority of the rainfalls fell at light intensity (<2.5 [mm hr ?¢????1 ]). The estimated total surface runoff ( ?¢????Q sur ) was 26.5 ???? 10 6 mm and the total runoff volume ( ?¢????Q vol ) was 66.2 ???? 10 6 [m 3 ]. The total surface transmission losses ( ?¢????T los ) were calculated as 9.1 ???? 10 6 [mm], which represents about 25.6% of the total precipitation ( ?¢????R cum ) and creates substantial opportunities for alluvial aquifer recharge. The total surface runoff ( ?¢???? Q sur ) and flood magnitude were generally low, therefore, flood influences were restricted to the destruction of some roads in Qena but no fatalities were involved, nevertheless. Most of the running water was contained by El Sail Canal and poured into the Nile River. It is expected that the applied method in this study will be helpful for our understanding and quantification of flood hydrology and contribute to better risk management plan in the arid and hyper-arid regions.
机译:了解撒哈拉沙漠的暴雨及其造成的地表径流是更好的防洪和水管理计划的关键问题。常常由于缺乏适当的原位测量而受到阻碍。即使是现在,由卫星衍生的降雨仍存在很大的不确定性。因此,我们使用实地观测降雨(R obs)调整了从实时卫星降雨覆盖范围(HYDIS)获得的数据。然后,将水形态参数与经验曲线数(CN)方法相结合,以估算2013年1月28日埃及洪灾期间Qena的地表径流。我们推论出研究区的总降水量(R cum)为35.6。 10 6 [mm],总雨量(Rvol)为88.9。 10 9 [m 3]主要来自旱谷Qena(89.8%)。大部分降雨都在光强度下发生(<2.5 [mm hr········1])。估计的总地表径流(Q ¢)为26.5。 10 6 mm,总径流量(Qvol)为66.2 ???? 10 6 [m 3]。总的表面传输损耗(ΔTlos)为9.1。 10 6 [mm],约占总降水量的25.6%(R cum R cum),并为冲积含水层补给创造了大量机会。总的地表径流(Q ¢)Q sur和洪水泛滥程度通常较低,因此,洪水影响仅限于摧毁Qena的某些道路,但没有造成人员伤亡。大部分的自来水由萨尔瓦多运河(El Sail Canal)容纳,并倒入尼罗河(Nile River)。预期本研究中的应用方法将有助于我们对洪水水文学的理解和定量化,并有助于在干旱和高干旱地区制定更好的风险管理计划。

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