马伊桑省底格里斯河河段承载力现状及开发后评价

Maysam Qawmee Al-Naemi, Mohammed Rashid Al-Juhaishi
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引用次数: 0

摘要

本研究旨在评价底格里斯河110 km河段及克迈特泄洪系统的承载力现状及其在一些断面开发后的变化。这一范围从Ali Al-Gharbi站延伸到Amarah Barrage站。该模型通过使用Ali Al-Garbi测量站的一组数据进行校准,其中包括2019年4月期间790至470立方米/秒之间的流量变化。选择Manning的n系数值为(0.03),因为它在测量水位和估计水位之间具有最小平方根差(0.148)。结果表明,目前克迈特泄洪口和底格里斯河河段的泄洪能力分别为280 m3/s和1100 m3/s。根据2014年伊拉克水土资源战略研究,进行了部分断面开发方案,将河段容量提高到2750 m3/s。应用开发结果表明,底格里斯河在0+00、79+00和95+00km三个位置修改断面,提高堤岸水位,可安全容纳2750 m3/s的洪波。河段开发土方工程量2476032万m³,总造价4900亿IQD。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evaluation of Current and Post-Development Carrying Capacity of Tigris River Reach in Mayssan Province
The study aims to evaluate the current flood carrying capacity and its change after some cross sections developments for the 110 km reach of Tigris River and Kmait flood escape system. This reach extends from Ali Al-Gharbi station to Amarah Barrage station. The model is calibrated by using set of data at the Ali Al-Garbi gaging station, that includes flow varied between 790 to 470 m3/s during April 2019. Manning’s n coefficient value of (0.03) is selected as it has the minimum least-squares root difference of (0.148) between the measured and estimated water levels. The results show that the current capacity of Kmait flood escape and this Tigris River reach are 280 m3/s and 1100 m3/s,  respectively.  According to the study of strategic for water and land resources in Iraq, 2014, scenarios are conducted for some cross sections development to improve the capacity of the reach to 2750 m3/s. Results of applied development show that Tigris River can safely accommodate a flood wave of 2750 m3/s when modifying the cross-sections in different locations, and raising the banks level in three locations, 0+00,  79+00 and 95+00km. Earthworks volume of development of the reach is 247603200 million m³, with the total cost of 490 billion IQD.
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