地理空间技术在尼泊尔中部拉图科拉流域地下水人工补给中的应用

Yagya Murti Aryal, Pranjal Poudel, K. Ansari, K. Paudyal
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摘要

在尼泊尔的Bhabar和Terai地区,许多现有池塘和浅管井的水位日益下降。为了实现地下水的可持续管理,开发人工补给池被认为是该地区地下水可持续管理的最佳途径。人工补给池的选址需要进行地表和地下地质调查以及其他与土地利用有关的特征。研究区域是Mahottari和Dhanusa地区Ratu Khola流域的一部分,从地质划分的角度来看,包括Siwalik, Bhabar和Middle Terai地区的部分地区。本研究旨在寻找合适的人工补给池选址。为此目的,进行了广泛的实地调查,以收集有关地质、地貌、地下水位和土壤特征的数据。然而,斜率和水系密度地图开发的数字高程模型(DEM)。利用GIS和RS技术,编制了不同地质、地貌、坡度、地下水位、排水密度、土地利用、土地覆被、土壤类型等参数的专题层,并根据现场资料和编制的地图,分析了人工补给池的适宜选址。采用层次分析法(AHP)对准备好的地图进行排序和再分类。将总面积划分为5类,以评价人工补给池的适宜场地。根据适宜性分析的得分,将这五个类别分别命名为最适宜、高度适宜、中等适宜、低适宜和不适宜。地下水补给最适宜、高度适宜、中等适宜、低适宜和不适宜区域分别约为3%、7%、24%、32%和34%。最后,利用野外采集的原始数据(点数据)绘制ROC/AUC曲线。总体精度在这项研究中实现了82.3%,被认为是令人满意的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Application of Geospatial Techniques for Artificial Recharge to Groundwater in Ratu Khola Watershed, Central Nepal
Water levels in many existing ponds and shallow tube wells are found lowering day by day in the Bhabar and Terai regions of Nepal. For the sustainable management of the groundwater, development of artificial recharge ponds is considered the best approach in this region. The suitable site selection for the artificial recharge ponds requires surface as well as sub-surface geological investigation along with other land use-related characteristics. The study area is a part of the Ratu Khola watershed in the Mahottari and Dhanusa districts and encompasses parts of the Siwalik, Bhabar, and Middle Terai regions from an aspect of the geological division. The present study has aimed to find suitable sites for the artificial recharge pond. For this purpose, extensive fieldwork was carried out to gather data related to geology, geomorphology, water table, and soil characteristics. However, slope and drainage density maps were developed from the Digital Elevation Model (DEM). The thematic layers of different parameters such as geology, geomorphology, slope, water table, drainage density, land use land cover, and soil type were prepared by using GIS and RS. Based on the field data and prepared maps the suitable sites for artificial recharge ponds were analyzed. The Analytic Hierarchy Process (AHP) method was adopted to assign rank and reclassify the prepared maps. The total area was differentiated into five classes to assess the suitable sites for artificial recharge ponds. These five classes are named as the most suitable, highly suitable, moderately suitable, low suitable, and unsuitable depending on the score of the suitability analysis. The most suitable, highly suitable, moderately suitable, low suitable, and unsuitable area for groundwater recharge is found at about 3%, 7%, 24%, 32%, and 34% respectively. Finally, the ROC/AUC curve was prepared using primary data (point data) collected from the field. An overall accuracy of 82.3% was achieved in this study and is considered satisfactory.
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