{"title":"Kajian Daya Tampung dan Mutu Kelas Air Daerah Aliran Sungai Banjir Kanal Timur, Kota Semarang","authors":"T. Putranto, N. Susanto","doi":"10.14710/JWL.7.2.121-136","DOIUrl":null,"url":null,"abstract":"The increasing population every year and the rapid economic development in Semarang City caused environmental problems related to the water resources used. One of the impacts of environmental problems is the lowering water quality of the Banjir Kanal Timur (BKT) Watershed. The study aims to identify the potential and conditions of the BKT watershed, and river segmentation as a basis for determining representative monitoring points that are used to determine the capacity that is adjusted to the description of river water segmentation class. The methods were descriptive and quantitative analysis approach based on the observation and measurement in the field campaign as well as the laboratory analysis. In addition, this research was also compiling the QUAL2E modeling to determine estimation of contamination load and capacity of contamination of Banjir Kanal Timur. The results conducted that the BKT has poor water quality based on the parameters of DO, BOD, and fecal coliform, while for the NO3 and NO2 parameters indicate good water quality. Segment that has load capacity of BOD contamination is segment 1. Segments that have load capacity of Nitrite (NO2) and Nitrate (NO3) contents are segment 1 to segment 4. The segment which has load capacity of contamination of fecal coliform is segment 2. Thus, Segment 1 can be classified into second class while segment 2 goes into third class. Furthermore, segment 3 and 4 are into fourth class respectively.","PeriodicalId":31256,"journal":{"name":"Jurnal Wilayah dan Lingkungan","volume":" ","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2019-08-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Jurnal Wilayah dan Lingkungan","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14710/JWL.7.2.121-136","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1
Abstract
The increasing population every year and the rapid economic development in Semarang City caused environmental problems related to the water resources used. One of the impacts of environmental problems is the lowering water quality of the Banjir Kanal Timur (BKT) Watershed. The study aims to identify the potential and conditions of the BKT watershed, and river segmentation as a basis for determining representative monitoring points that are used to determine the capacity that is adjusted to the description of river water segmentation class. The methods were descriptive and quantitative analysis approach based on the observation and measurement in the field campaign as well as the laboratory analysis. In addition, this research was also compiling the QUAL2E modeling to determine estimation of contamination load and capacity of contamination of Banjir Kanal Timur. The results conducted that the BKT has poor water quality based on the parameters of DO, BOD, and fecal coliform, while for the NO3 and NO2 parameters indicate good water quality. Segment that has load capacity of BOD contamination is segment 1. Segments that have load capacity of Nitrite (NO2) and Nitrate (NO3) contents are segment 1 to segment 4. The segment which has load capacity of contamination of fecal coliform is segment 2. Thus, Segment 1 can be classified into second class while segment 2 goes into third class. Furthermore, segment 3 and 4 are into fourth class respectively.
三宝垄市人口的逐年增长和经济的快速发展导致了水资源利用方面的环境问题。环境问题的影响之一是Banjir Kanal Timur流域的水质下降。本研究旨在识别BKT流域的潜力和条件,以及河流分割,作为确定代表性监测点的基础,用于确定适应河流分割类别描述的能力。方法是基于野外观察和测量以及实验室分析的描述性和定量分析方法。此外,本研究还编制了QUAL2E模型,以确定Banjir Kanal Timur污染负荷和污染能力的估计。结果表明,从DO、BOD和粪大肠菌群参数来看,BKT水质较差,而从NO3和NO2参数来看,水质较好。具有生化需氧量污染负荷能力的段为段1。具有亚硝酸盐(NO2)和硝酸盐(NO3)含量负荷能力的段为段1 ~段4。粪大肠菌群污染负荷能力最大的段为2段。因此,片段1可归为第二类,片段2可归为第三类。此外,第3段和第4段分别属于第4类。