南Qantara鲨鱼区辅助灌溉地电勘探-西奈-埃及

M. Barseem, T. A. Lateef, Hosny Mahomud Ezz El Deen, Abdul Rahman
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引用次数: 3

摘要

本文将地球电勘探作为一种物探方法,结合垂直电测深(VES)和二维剖面成像技术,寻找解决Qantara Skark南部研究站问题的方法。该研究站是我国沙漠农业开发研究中心站之一。研究地区的灌溉用水短缺,而它依赖于萨拉姆运河支流的水流,而这条支流并不是一直可用的。通过一维和二维地电测量的结果,给出了这些问题的适当解决方案。在水平和垂直方向上,特别是在地下水含水层中,显示了地下沉积序列和地下层的伸展。此外,还可以确定钻井水井的最合适位置。第四系沉积的表层和次表层主要由砂、砂质粘土和粘土相组成。将19台垂直电测深(VES)布置成网格状覆盖研究区,获得2条二维地电成像剖面。结果通过不同的等高线图和横截面来表示,这些剖面显示了连续层的水平分布,反映了各个方向的岩性和变化。含水层由两个带组成。上面那个比下面那个咸。上带厚度在5 ~ 7米之间,下带厚度在15 ~ 30米之间。最后探测到的层是黏土层,在研究区西南方向,黏土层深度逐渐减小,造成了内涝现象。含水层上部区域的厚度不足以灌溉。建议建造盆地,并通过附近的钻井进行填充,以克服这一问题。最适合开挖排水通道的位置是西南部,那里的粘土层深度较浅,所有的层都向这一侧倾斜
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Geoelectrical Exploration in South Qantara Shark Area for Supplementary Irrigation Purpose-Sinai-Egypt
This research paper is dealing with Geoelectrical Exploration as a Geophysical method used, Vertical Electrical Sounding (VES) and 2D profile imaging to find a solution of the problems affecting the research station in South of Qantara Skark. This research station is one of the desert research center stations used to develop the desert for agriculture. The area of study is suffering from the shortage of irrigation water whereas, it depends on the water flow of the tributary of Salam Canal which being not available all the time. The appropriate solutions of these problems have been delineated by the results of 1D and 2D geoelectrical measurements. It exhibits the subsurface sedimentary sequences and extension of subsurface layers in horizontal and vertical directions especially in the groundwater aquifer. Moreover, the most suitable locations of drilling water wells could be detected. The surface and subsurface layers of the quaternary deposits consists of sand, sandy clay and clay facies. Nineteen Vertical Electrical Sounding (VES) are arranged as a grid to cover the study area and two 2D geoelectrical imaging profiles are acquired. The results are represented through different contour maps and cross sections that exhibit the horizontal distribution of successive layers which reflect the lithology and changes in all directions. The water bearing layers consisted of two zones. The upper one was less salty than the lower one. The thickness of the upper zone ranges from 5 to 7 meters, but the lower zone ranges between 15 and 30 meters. The last detected layer is clay that decreases in depth towards the Southwest of the study area, causing the phenomenon of water logging. The thickness of the upper zone of the water bearing layer is inadequate for irrigation. Recommended basins to be constructed and filled through nearby drilled wells to overcome this problem. The most suitable location to dig a channel for water drainage is in the Southwest, where there is a less depth to the clay layer and all the layers are dipping toward this side
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