在沙姆峡谷和阿什凡山谷的水文账户

S. El-Didy
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引用次数: 3

摘要

在本研究中,对哈达沙姆河和乌斯凡河进行了水文计算,包括径流量、截流、入渗和泥沙负荷。这些计算依赖于河流的流星学、形态学和地质特征,以及对河流土壤样本的渗透试验和筛分分析的结果。对2年、5年、10年、20年、50年和100年不同回复期和0.5、1.0和2.0小时不同持续时间的风暴重复计算。研究结果以径流水文图和表格的形式呈现,包括河口出口的水量和速率。计算中采用了麻省理工学院开发的水形态模型。它是在Wadi Ghuran进行校准的,该Wadi Ghuran延伸到所研究的河流的北部边界,并有径流记录。研究结果仅在Hada Al Sham和Usfan出口分别在L2和U1段给出。U1部分的计算表明,如果整个地区遭遇一次百年一遇的风暴,持续时间为半小时(作为极端情况),则产生的径流水文曲线有三个峰值,最大流量为10100m3 /s。相应的截流水量为23.64亿立方米,入渗水量为79.47亿立方米,径流量为1.63亿立方米。其等效高度分别为0.012、0.043和0.0876 m,覆盖面积约为1861 km2。这些等效高度之和等于相应风暴带来的降水值(0.143 m)。有人建议在所研究的河道的子流域出口处安装径流测量站,以提供连续的记录,这将有助于今后对水文形态模型进行校准。此外,还建议将这种研究方法应用于其他条件相似的地区。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Hydrologic Calculations in Wadis Hada Al Sham and Usfan@@@حسابات مائية في وادي هدا الشام ووادي عسفان
In this research, hydrologic calculations have been made for Wadis Hada Al Sham and Usfan including the runoff, the interception, the infiltration, and the sediment load. These calculations have depended on the meteor- ological, the morphological, and the geological characteristics of the wadis as well as the results of infiltration tests and sieve analyses of soil samples from the wadis. The calculations were repeated for storms of different return periods 2, 5, 10, 20, 50, and 100 years and variable storm duration of 0.5, 1.0, and 2.0 hours. The study results are presented in the form of runoff hydrographs and tables including water volumes and rates at the outlet of the wadis. A hydro- morphological model developed by MIT has been used in the calculations. It had been calibrated in Wadi Ghuran that extends on the northern boundary of the studied wadis and has runoff records. Results of study are presented only at the outlet of Hada Al Sham and Usfan at sections L2 and U1, respectively. Calculations at section U1 have shown that if the entire region is subject to a storm of one hundred-year and duration of half an hour (as an extreme case), the resulting runoff hydrograph has three peaks with a maximum discharge of 10100 m 3 /sec. The corresponding water volumes of interception, infiltration and runoff are 23.64, 79.47, and 163 millions cubic meters, respectively. The corresponding equivalent heights are 0.012, 0.043, and 0.0876 m over the en- tire area that is about 1861 km 2 . The sum of these equivalent heights is equal to the precipitation value (0.143 m) coming with the corresponding storm. It has been recommended to install gauging stations, for the runoff, at the outlet of the sub-basins of the studied wadis to provide continuous records that would help in any future calibration of the hydro-morphological model. Also, it has been advised to apply this methodology of study in other wadis of similar con- ditions.
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