Geomorphometric Analysis of Chamoli and Karnaprayag District, Uttrakhand in Respect to Hazard Zonation of The Area

A. An, P. S. Prasad, K. Kumar
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引用次数: 2

Abstract

Chamoli and Karnaprayag district of Uttrakhand comprises of fragile lithological formations and lies in highly vulnerable zone in terms of natural disasters. It's latitude and longitude ranges between 29°50’N to 30°40’N and 78°40'E to 79°50'E. The area is highly prone to frequent hazards like landslide, earthquake, cloud burst and flash floods. Advanced Space borne Thermal Emission and Reflection Radiometer (ASTER) has been used for preparing Digital Elevation Model (DEM), slope, aspect and various other maps which have been used for evaluation of linear and areal parameters. The studies have been carried out on 64 selected 4th order river basins in Chamoli and Karnaprayag district using ARC GIS. There are various parameters like stream order, stream number, Bifurcation ratio, Drainage density, Form Factor, Elongation ratio etc. had been analyzed on the river basins. The lower values of Bifurcation ratio in basins represent geological heterogeneity, high permeability and less structural control. The value of Drainage Density varies between 1.3-2.2 Km-1 which implies development of coarse grained texture. The complex relationship between the values of Elongation ratio, Circularity ratio and Form factor in some basins represents that these passing through structural thrust. The anomalous values of linear and areal parameters suggest that basins of the study area are geologically, structurally and lithologically controlled. The occurrences of landslide, earthquake has reliable relation with computed parameters. Since the outcome of the study will act as precursors for natural disasters.
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北阿坎德邦Chamoli和Karnaprayag地区的地貌学分析及其危害区划
北阿坎德邦的Chamoli和Karnaprayag地区由脆弱的岩性地层组成,处于自然灾害的高度脆弱地带。它的经纬度在29°50′n到30°40′n之间,78°40′e到79°50′e之间。该地区是滑坡、地震、云暴和山洪等灾害频发的地区。先进的星载热发射和反射辐射计(ASTER)已被用于制作数字高程模型(DEM)、坡度、坡向和各种其他地图,用于评估线性和面积参数。利用ARC GIS对Chamoli和Karnaprayag地区64个4级流域进行了研究。对河流流域的流序、流数、分岔比、排水密度、形状因子、延伸率等参数进行了分析。盆地分岔比越小,说明地质非均质性越强,渗透率越高,构造控制作用越弱。排水密度在1.3 ~ 2.2 Km-1之间变化,表明粗粒结构发育。在某些盆地,延伸率、圆度和形状因子之间存在复杂的关系,表明它们通过了构造逆冲。线形参数和面形参数的异常值表明研究区盆地受到地质、构造和岩性的控制。滑坡、地震的发生与计算参数有可靠的关系。因为这项研究的结果将成为自然灾害的前兆。
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