杜鹤省小土坝等高线地图的绘制:比较研究

F. Abdulrahman
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引用次数: 0

摘要

坝底泥沙淤积是造成溃坝的主要原因之一。这反过来又给地下的村庄和城市带来了洪水的风险。本研究的目的是调查杜胡克三个不同地点(喀什坎、扎维塔和斯克林)的小土坝床的等高线地图的输出,并确定每个小土坝在不同建立时期的累积沉积物体积。此外,还对各部件的现状和设计寿命进行了比较。垂直深度和水平位置测量使用两种方法实现。第一种方法是在Zawita和Kashkan水库使用引绳、称重、全站仪和DGPS进行数据采集的手动和直接方法。第二种方法采用集成全球定位系统(GPS)的声学多普勒电流廓线仪(ADCP)自动记录斯克林坝的垂直深度和水平位置。在收集数据之前,ADCP被校准以调整轴(航向、横滚和俯仰)。利用River Surveyor Line软件对ADCP数据进行处理和分析,并利用AutoCAD民用三维软件绘制选定水库河床的等高线图。同时,根据水库床地形面与原地形面之差,计算出各选定土坝的淤积量。结果表明:喀什坎水库2009 - 2018年泥沙淤积量约为13810 m3,扎维塔水库2010 - 2018年泥沙淤积量约为4449 m3,斯格林水库2009 - 2018年泥沙淤积量约为4608 m3,各州估算的各水库设计寿命与本研究结果基本一致。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Creating a Bathymetric Contour Map of Small Earth Dams in Duhok Governorate: A Comparative Study
The accumulation of sediment in the bottom of the dam is one of the major causes contributed to dam failure. This in turn creates risks of flooding for villages and cities below it. The aim of this research is to investigate the output of the bathymetric contour map of the bed of small Earth dams in Duhok at three different locations (Kashkan, Zawita and Skreen) as well as to determine the volume of accumulated sediment for each one at different periods of establishment. In addition, a comparison between the current statuses and the design life of each one was achieved. Both vertical depth and horizontal position measurements are implemented using two methods. The first one is the manual and direct method using lead line rope, weight, total station and DGPS for data collection in Zawita and Kashkan reservoir. While, the second method used the Acoustic Doppler Current Profiler (ADCP) integrated with the Global Positioning System (GPS) to record both vertical depth and horizontal position measurements automatically in Skreen dam. The ADCP was calibrated for adjusting the axes (heading, roll and pitch) before collecting data. The data of ADCP were processed and analyzed using River Surveyor Line software and the bathymetric contour map of the selected reservoir's bed was created using AutoCAD civil 3D software. Also, the volume of sedimentations of each selected Earth dam was calculated from the difference between the created topographic surface of the reservoir bed and its original one. The results show that the volume of the sedimentation in kashkan reservoir is about 13810 m3 for the period of 2009 to 2018, Zawita reservoir is about 4449 m3 for the period 2010 to 2018, Skreen reservoir is about 4608 m3 for the period 2009 to 2018, and the design life of each one estimated by state was approximately similar to the finding of this research.
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