{"title":"索科托供水管网质量评价","authors":"M. T. Bello, M. H. Bichi","doi":"10.9734/jerr/2023/v25i8960","DOIUrl":null,"url":null,"abstract":"The research is on the quality assessment of Sokoto water distribution networks. Sample coordinates of the study area were taken using GPS, the experiments were carried out at different consumer locations with thirty (30) samples of water collected weekly for four (4) weeks, to determine various purification parameters that are related to both bulk (kb) and wall (KW) reactions coefficients for Sokoto water distribution pipe network, these include residual chlorine, pH, dissolved oxygen (DO), temperature and conductivity. pH, dissolved oxygen (DO) and conductivity have average values ranging from 6.7 to 7.5; 1.1 to 6.5ppm; 310 to 520 μs/cm respectively and conform to the Nigerian Standard for Drinking Water Quality (NSDWQ), except temperature which has the average values between 29 oC, and 32.6oC, and the individual values between 26 oC, and 38.4oC, chlorine residual average values obtained, ranging from 0.11mg/l to 0.26mg/l with the lowest individual value obtained being 0.011mg/l. The age of water supply from the treatment plants in the distribution network is 6 hours and both first and second-order decay reactions were ascertained from the graph and first-order decay having the highest number of occurrences was used in Epanet 2.0 water quality modeling. The kb values ranged from 0.0025 to 0.013md-1. A total of 86 out of the 120 samples, which constitute 71.7% were straight lines which indicate first-order and thus, the average kb was determined to be 0.006/day (0.144/hour). It was observed that of all the 120 samples examined in the study, chlorine reaction with natural organic matter (NOM) was small. The average kw for Sokoto WDS was deduced to be 0.078m/h, considering, the following steel pipe conditions used in the network area. kW (ft/h), -α =-38.5, H-W C=150, kW = 38.5/150 = 0.257ft/h = 0.078m/h (-0.078m/h).","PeriodicalId":340494,"journal":{"name":"Journal of Engineering Research and Reports","volume":"28 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-09-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Quality Assessment of Sokoto Water Distribution Networks\",\"authors\":\"M. T. Bello, M. H. Bichi\",\"doi\":\"10.9734/jerr/2023/v25i8960\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The research is on the quality assessment of Sokoto water distribution networks. Sample coordinates of the study area were taken using GPS, the experiments were carried out at different consumer locations with thirty (30) samples of water collected weekly for four (4) weeks, to determine various purification parameters that are related to both bulk (kb) and wall (KW) reactions coefficients for Sokoto water distribution pipe network, these include residual chlorine, pH, dissolved oxygen (DO), temperature and conductivity. pH, dissolved oxygen (DO) and conductivity have average values ranging from 6.7 to 7.5; 1.1 to 6.5ppm; 310 to 520 μs/cm respectively and conform to the Nigerian Standard for Drinking Water Quality (NSDWQ), except temperature which has the average values between 29 oC, and 32.6oC, and the individual values between 26 oC, and 38.4oC, chlorine residual average values obtained, ranging from 0.11mg/l to 0.26mg/l with the lowest individual value obtained being 0.011mg/l. The age of water supply from the treatment plants in the distribution network is 6 hours and both first and second-order decay reactions were ascertained from the graph and first-order decay having the highest number of occurrences was used in Epanet 2.0 water quality modeling. The kb values ranged from 0.0025 to 0.013md-1. A total of 86 out of the 120 samples, which constitute 71.7% were straight lines which indicate first-order and thus, the average kb was determined to be 0.006/day (0.144/hour). It was observed that of all the 120 samples examined in the study, chlorine reaction with natural organic matter (NOM) was small. The average kw for Sokoto WDS was deduced to be 0.078m/h, considering, the following steel pipe conditions used in the network area. kW (ft/h), -α =-38.5, H-W C=150, kW = 38.5/150 = 0.257ft/h = 0.078m/h (-0.078m/h).\",\"PeriodicalId\":340494,\"journal\":{\"name\":\"Journal of Engineering Research and Reports\",\"volume\":\"28 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-09-04\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Engineering Research and Reports\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.9734/jerr/2023/v25i8960\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Engineering Research and Reports","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.9734/jerr/2023/v25i8960","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
本研究为索科托供水管网质量评价研究。使用GPS获取研究区域的样本坐标,在不同的消费者位置进行实验,每周收集三十(30)个水样本,持续四(4)周,以确定与Sokoto配水管网的体积(kb)和壁(KW)反应系数相关的各种净化参数,包括余氯、pH、溶解氧(DO)、温度和电导率。pH、溶解氧(DO)和电导率的平均值为6.7 ~ 7.5;1.1 - 6.5ppm;除温度平均值在29℃~ 32.6℃之间,个别值在26℃~ 38.4oC之间外,其余氯残留量平均值在0.11mg/l ~ 0.26mg/l之间,个别值最低为0.011mg/l。从配网中的处理厂供水年龄为6小时,从图中确定了一阶和二阶衰变反应,并在Epanet 2.0水质建模中使用了出现次数最多的一阶衰变。kb的取值范围为0.0025 ~ 0.013md-1。120个样本中有86个样本(占71.7%)为直线,表示一阶,因此,确定平均kb为0.006/天(0.144/小时)。研究发现,在120个样品中,氯与天然有机物(NOM)的反应很小。考虑到网络区域使用的钢管条件,索科托WDS的平均kw为0.078m/h。千瓦(ft / h) -α= -38.5,H-W C = 150千瓦= 38.5/150 = 0.257英尺/ h = 0.078 m / h (-0.078 m / h)。
Quality Assessment of Sokoto Water Distribution Networks
The research is on the quality assessment of Sokoto water distribution networks. Sample coordinates of the study area were taken using GPS, the experiments were carried out at different consumer locations with thirty (30) samples of water collected weekly for four (4) weeks, to determine various purification parameters that are related to both bulk (kb) and wall (KW) reactions coefficients for Sokoto water distribution pipe network, these include residual chlorine, pH, dissolved oxygen (DO), temperature and conductivity. pH, dissolved oxygen (DO) and conductivity have average values ranging from 6.7 to 7.5; 1.1 to 6.5ppm; 310 to 520 μs/cm respectively and conform to the Nigerian Standard for Drinking Water Quality (NSDWQ), except temperature which has the average values between 29 oC, and 32.6oC, and the individual values between 26 oC, and 38.4oC, chlorine residual average values obtained, ranging from 0.11mg/l to 0.26mg/l with the lowest individual value obtained being 0.011mg/l. The age of water supply from the treatment plants in the distribution network is 6 hours and both first and second-order decay reactions were ascertained from the graph and first-order decay having the highest number of occurrences was used in Epanet 2.0 water quality modeling. The kb values ranged from 0.0025 to 0.013md-1. A total of 86 out of the 120 samples, which constitute 71.7% were straight lines which indicate first-order and thus, the average kb was determined to be 0.006/day (0.144/hour). It was observed that of all the 120 samples examined in the study, chlorine reaction with natural organic matter (NOM) was small. The average kw for Sokoto WDS was deduced to be 0.078m/h, considering, the following steel pipe conditions used in the network area. kW (ft/h), -α =-38.5, H-W C=150, kW = 38.5/150 = 0.257ft/h = 0.078m/h (-0.078m/h).