Dam Site Identification Using Remote Sensing and GIS (A case study Diamer Basha Dam Site)

Muhammad Zubair Atiq, M. Arslan, Z. Baig, A. Ahmad, M. Tanveer, Azeem Akhtar, Kashif Naeem, S. A. Mahmood
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Abstract

Selection of suitable sites for construction of dam is the most important phase because a number of factors are required to consider that include topography, geology, tectonic settlements and the slope. We selected Diamer Basha dam site to analyze it feasibility considering real-time field data. Geologically the study site is a part of Chilas Mafic Igneous Complex which is not ophiolite. Matic complex is a block which is 40km in depth and 300km in length. These rocks are comparatively hard in nature and are considered good for construction of dam. Tectonically, we observed that the area under investigation was highly active tectonically. Surface deformation rates of the study site are highest throughout the world because this area is comprised of multiple fault lines that include Main Mantle Thurst (MMT), Main Karakoram Thrurst (MKT), Main Boundary Thurst (MBT) and many others. This area has become a hot cake for the geologist worldwide due to it’s very high surface deformation rates.Tectonically active regions are considered worst for construction sites, e.g., for dam sites. The dam site is actcually laying on the MKT which is not favorable for construction of Diamir Basha dam. A low-level earthquake may generate small cracks in concrete structure and any leakage of water may produce big holes with passage of time which are not remidable. A big level earthquake may vanish the dam site completely. Therefore, the current site is not favorable for construction of dam. 1, 2,3, 4, Muhammad Usman Tanveer1, Azeem Akhtar1, Azam Sohail1, Kashif Naeem1 and Syed Amer Mahmood1. 1 Department of Space Science, University of the Punjab Lahore, Punjab Pakistan. 2 University of the Central Punjab Lahore. 3 Punjab University, College of Information and Technology. 4 Punjab University, Centre for Geographic Information System.
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基于遥感和GIS的坝址识别(以巴沙坝址为例)
选择合适的地点建设大坝是最重要的阶段,因为许多因素需要考虑,包括地形,地质,构造沉降和坡度。结合现场实时数据,选取巴沙坝址进行可行性分析。地质上,研究地点为奇拉斯基性火成岩杂岩的一部分,非蛇绿岩。马蒂奇综合体是一个深度40公里,长度300公里的地块。这些岩石性质比较硬,被认为适合建造水坝。在构造上,我们观察到所调查的地区是高度活跃的构造。研究地点的地表变形率是世界上最高的,因为该地区由多条断层线组成,包括主地幔逆冲(MMT)、主喀喇昆仑逆冲(MKT)、主边界逆冲(MBT)等。这个地区因其极高的地表变形率而成为全世界地质学家的热点。构造活动区域被认为最不适合建筑工地,例如大坝工地。坝址实际上是在MKT上,这对迪亚米尔巴沙大坝的建设是不利的。低度地震可能会在混凝土结构上产生小裂缝,任何漏水都可能随着时间的推移产生大洞,这些洞是无法弥补的。一场大地震可能会使坝址完全消失。因此,目前的选址不利于大坝建设。1, 2,3, 4, Muhammad Usman Tanveer1, Azeem Akhtar1, Azam Sohail1, Kashif Naeem1和Syed Amer mahmood1巴基斯坦旁遮普省拉合尔旁遮普省大学空间科学系。2旁遮普省拉合尔中央旁遮普省大学。3旁遮普省大学信息与技术学院。4旁遮普省大学地理信息系统研究中心
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