Hama Ako Rashed, Al-Suhili Rafea Hashim, Ghafour Zeren Jamal
Civil Eng. Dept., Komar University of Science & Technology, Sulaimania, Iraq.
Civil Eng. Dept., City College of New York, New York, USA.
Heliyon. 2019 Mar 18;5(3):e01355. doi: 10.1016/j.heliyon.2019.e01355. eCollection 2019 Mar.
Sulaimania is a City located in Kurdistan region in the north of Iraq. The city is facing a lack of water, and it will reach a very critical condition shortly. One of the potential solutions is to reuse the treated wastewater for non-direct human uses such as irrigation, washing, firefighting, groundwater recharging, and others. There is no sewage treatment plant in the city. The wastewater flows into a stream through some sewer outlets, and that causes big environmental issues. Decentralized wastewater treatment units (DTUs) are suggested to solve the issue. The treated wastewater will be used for the irrigation of the green areas of the city. The selected plant type is Extended Aeration treatment system, which is recommended for residential areas. Specifying the locations of the treatment units is very important from environmental, social and technical aspects. The main objective of this study is to select the best suitable places for the DTUs. Preliminary selections of 134 nominated areas for DTU locations were made in different places in the city. The locations are distributed into 10 groups near the main sewer pipes of the city. A model is created to evaluate those selected locations and eliminate the non-suitable locations by using GIS software integrated with the Analytical Hierarchy Process (AHP). Five criteria were used in the model, which are, (1) The size of the available lands, (2) The distance from the decentralized units to the green areas (3) Population density around the decentralized treatment unit locations, (4) The slope of the land and (5) Depth of the main sewer pipe at the nominated area. In addition, the model adopted two restriction factors, which are: (1) The distance from the decentralized treatment unit to the buildings should not be less than 10 m and (2) The distance between the main sewer pipes and the treatment units are taken to be <50 m. The results of the suitability analysis produced six classes of suitability levels of the nominated areas started from restricted to extremely suitable. The suitability percentages of the 6 classes of the total nominated areas were found to be; 8.5% (6.95 ha) restricted, 0.4 % (0.23 ha) moderately suitable, 12.8% (10.50 ha) suitable, 38.8% very suitable (31.60 ha), 32.2% (26.33 ha) highly suitable and 7.3% (5.92 ha) extremely suitable. Each nominated area has more than one suitability class. Normalized Weighted Average (NWAV) of the suitability level percentage of each nominated area is found. The values of the NWAV are ranged from 0.0 to 1.0, and the selection of final DTUs locations will be for areas that have NWAV larger than 0.5. Optimum 30 suitable locations are selected out of the 134 nominated areas.
苏莱曼尼亚是伊拉克北部库尔德地区的一座城市。该市面临缺水问题,且情况将很快变得非常危急。一个潜在的解决方案是将经处理的废水用于非直接供人类使用的用途,如灌溉、洗涤、消防、地下水回灌等。该市没有污水处理厂。废水通过一些下水道出口流入一条溪流,这引发了严重的环境问题。建议采用分散式污水处理单元(DTUs)来解决该问题。经处理的废水将用于该市绿地的灌溉。所选的处理厂类型是延时曝气处理系统,该系统适用于居民区。从环境、社会和技术方面来看,确定处理单元的位置非常重要。本研究的主要目的是为分散式污水处理单元选择最合适的地点。在该市不同地方对134个提名的分散式污水处理单元位置区域进行了初步筛选。这些位置分布在该市主要污水管道附近的10个组中。通过使用与层次分析法(AHP)集成的地理信息系统(GIS)软件创建了一个模型来评估这些选定的位置并排除不合适的位置。该模型使用了五个标准,即:(1)可用土地面积;(2)分散式单元到绿地的距离;(3)分散式处理单元位置周围的人口密度;(4)土地坡度;(5)提名区域内主要污水管道的深度。此外,该模型采用了两个限制因素,即:(1)分散式处理单元到建筑物的距离不应小于10米;(2)主要污水管道与处理单元之间的距离应小于50米。适宜性分析的结果产生了六类提名区域的适宜性水平,从受限到极其适宜。发现这六类提名区域在总提名区域中的适宜性百分比分别为:8.5%(6.95公顷)受限,0.4%(0.23公顷)中等适宜,12.8%(10.50公顷)适宜,38.8%非常适宜(31.60公顷),32.2%(26.33公顷)高度适宜,7.3%(5.92公顷)极其适宜。每个提名区域都有不止一个适宜性类别。计算出每个提名区域适宜性水平百分比的归一化加权平均值(NWAV)。NWAV的值范围为0.0至1.