{"title":"ANALISIS SUMBER AIR BAKU UNTUK MEMENUHI KEBUTUHAN AIR RUSUNAWA GIRIASIH DI KECAMATAN BATUJAJAR KABUPATEN BANDUNG BARAT","authors":"Apik Adzani Diandi, Eka Wardhani, A. Kramawijaya","doi":"10.33021/JENV.V4I2.718","DOIUrl":null,"url":null,"abstract":"Administratively, Giriasih Rusunawa located at Jalan Griya Asri Permai, Kampung Babakan RT 01 and 02 RW 18 Kampung Babakan, Giriasih Village, Batujajar Sub-District, West Bandung Regency, is in a difficult area for clean water. This study aims to determine the alternative sources of raw water that will be used to meet water needs in Rusunawa. Alternative raw water sources, namely groundwater, surface and rain. The method used by comparing water quality with quality standards. The parameters tested consisted of physical, chemical, and microbiological parameters. The quality monitored is compared to the quality standard based on Government Regulation Number 82 of 2001 Class I concerning Management of Water Quality and Water Pollution Control and PerMenKes No. 492 of 2010 concerning Drinking Water Quality Requirements. Based on the results of analysis of raw water sources, surface water is very possible to be used as a source of water to meet the needs of water in flat from all aspects. Quantity aspect, Saguling Reservoir guarantees continuous availability of raw water, which is 4,000 l / sec and can still be developed up to 5,000 l / sec. Parameters that do not meet quality standards on surface water are: BOD, COD, Phosphate and Manganese. Based on the results of the calculation of water requirements of 3 l / sec to serve the water needs in the flat.","PeriodicalId":371727,"journal":{"name":"Journal of Environmental Engineering and Waste Management","volume":"110 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2019-10-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Environmental Engineering and Waste Management","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.33021/JENV.V4I2.718","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
行政上,Giriasih Rusunawa位于Jalan Griya Asri Permai, Kampung Babakan RT 01和02 RW 18 Kampung Babakan, Giriasih村,Batujajar街道,西万隆县,是一个难以获得清洁水的地区。这项研究的目的是确定原水的替代来源,以满足鲁苏纳瓦的用水需求。替代原水来源,即地下水、地表水和雨水。将水质与质量标准进行比较的方法。测试的参数包括物理、化学和微生物参数。监测的水质与2001年《水质管理与水污染控制》第一类政府法规第82号和2010年《饮用水水质要求》第492号的水质标准进行比较。根据原水源分析结果,地表水很有可能作为水源,从各方面满足平原的用水需求。数量方面,Saguling水库保证了原水的持续可用性,原水为4000升/秒,仍然可以开发到5000升/秒。不符合地表水质量标准的参数是:BOD, COD,磷酸盐和锰。根据计算结果,需水量为3升/秒,以满足公寓的需水量。
ANALISIS SUMBER AIR BAKU UNTUK MEMENUHI KEBUTUHAN AIR RUSUNAWA GIRIASIH DI KECAMATAN BATUJAJAR KABUPATEN BANDUNG BARAT
Administratively, Giriasih Rusunawa located at Jalan Griya Asri Permai, Kampung Babakan RT 01 and 02 RW 18 Kampung Babakan, Giriasih Village, Batujajar Sub-District, West Bandung Regency, is in a difficult area for clean water. This study aims to determine the alternative sources of raw water that will be used to meet water needs in Rusunawa. Alternative raw water sources, namely groundwater, surface and rain. The method used by comparing water quality with quality standards. The parameters tested consisted of physical, chemical, and microbiological parameters. The quality monitored is compared to the quality standard based on Government Regulation Number 82 of 2001 Class I concerning Management of Water Quality and Water Pollution Control and PerMenKes No. 492 of 2010 concerning Drinking Water Quality Requirements. Based on the results of analysis of raw water sources, surface water is very possible to be used as a source of water to meet the needs of water in flat from all aspects. Quantity aspect, Saguling Reservoir guarantees continuous availability of raw water, which is 4,000 l / sec and can still be developed up to 5,000 l / sec. Parameters that do not meet quality standards on surface water are: BOD, COD, Phosphate and Manganese. Based on the results of the calculation of water requirements of 3 l / sec to serve the water needs in the flat.