基于GIS多准则分析的埃塞俄比亚巴希尔达尔镇污水处理厂厂址选择

Abinet Addis
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引用次数: 2

摘要

污水处理厂选址是一项极其复杂的任务,主要是由于选址的确定和选择过程涉及诸多因素和严格的规定。为了正确地确定和选择污水处理厂的适当地点,需要采用和遵循仔细和系统的程序。本研究的主要目的是通过使用基于gis的MCA方法在Bahir Dar镇找到环境和经济上合适的污水处理厂位置。本研究综合了道路网络、河流/溪流、湖泊、地质、土壤、斜坡、海拔、风向、地下水井、地下水位、农村住区、城市住区和土地利用/土地覆盖,以便在研究区域内选择合适的污水处理厂场地。利用层次分析法估算各因子的相对权重,利用GIS空间操作开发标准图。采用加权线性组合法对权重与因子映射进行积分。加权因子图和约束图的最终整合产生了一个整体的污水处理厂适宜性图。以高度适宜、中等适宜、低适宜、不适宜4个适宜指标绘制了污水处理厂场地适宜度图。结果表明,约6.08%的研究区高度适宜、1.83%的研究区中等适宜、0.61%的研究区低适宜、91.48%的研究区不适宜建污水处理厂。从路网、河流/溪流、湖泊、地质、土壤、坡度、高程、风向、地下水井、地下水位、农村居民点、城市居民点和土地利用/土地覆盖等方面对5个高适宜区进行评价,优选出最优适宜区。最后,建议选址4为污水处理厂选址的最佳选择,对经济、环境风险和公众健康的影响最小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Selection of Wastewater Treatment Plant Site for Bahir Dar Town, Ethiopia Using Multi-Criteria Analysis on GIS platform
The siting of wastewater treatment plant is an extremely complex task mainly due to the fact that the identification and selection process involves many factors and strict regulations. For proper identification and selection of appropriate sites for wastewater treatment plants careful and systematic procedures need to be adopted and followed. The main objective of this research was to find the environmentally and economically suitable location of wastewater treatment plant by using the GIS-based MCA approaches in Bahir Dar town. The present study had integrated road networks, rivers/streams, lake, geology, soil, slope, elevation, wind direction, groundwater wells, groundwater table, rural settlements, urban settlements and land use/ land cover for selecting a suitable wastewater treatment plant site within the study area. The relative weights of the factor were estimated using AHP and criteria maps were developed by using GIS spatial operations. Weighted linear combination was used to integrate weight with the factor maps. The final integration of weighted factor map and constraint map produced an overall wastewater treatment plant suitability map. The wastewater treatment plant site suitability map was presented in four suitability index such as highly suitable, moderately suitable, low suitable and unsuitable. The result shows that around 6.08% area is highly suitable for wastewater treatment plant site, 1.83% is moderately suitable, 0.61% of study area has low suitability and 91.48% area is unsuitable for wastewater treatment plant site. Among the highly suitable areas, five sites were selected and revaluated in terms of road network, river/streams, lake, geology, soil, slope, elevation, wind direction, groundwater wells, groundwater table, rural settlements, urban settlements and land use/land cover to select the optimal suitable site. Finally, site 4 was proposed as the most preferred option for the construction of the wastewater treatment plant site with the minimum effects on economic, environment risk and public health.
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