Drainage Network System of Sekaran Village, Gunungpati District, Semarang City

Karuniadi Satrijo Utomo, Y. Sutopo, Muhammad Hamas Adi
{"title":"Drainage Network System of Sekaran Village, Gunungpati District, Semarang City","authors":"Karuniadi Satrijo Utomo, Y. Sutopo, Muhammad Hamas Adi","doi":"10.15294/JTSP.V21I1.18301","DOIUrl":null,"url":null,"abstract":"Abstract. Drainage functions to drain, deplete, remove or transport water. Generally, drainage is defined as a series of water facility used to reduce and/or remove excess water from an area or land, so that the land can be functioned optimally. Drainage is also realized as an effort to control the quality of groundwater in relation to salinity. The case study was carried on in Sekaran Village, Gunungpati District, Semarang City. The area size of Sekaran Village is 6,21 km². According to the writing method, the author used tools and materials required in this research. The tools used were a roll meter and Arcmap software as a medium for data-processing, and the materials taken was data regarding information about the condition of Sekaran Village in the extent of topographic maps, rainfall data. The method of data calculation used manual calculations in accordance with the rational method to figure out the rain discharge, and the manning formula for channel flowrate. The numbers of design rainfall for 5 years and 10 years was 169,365 mm and 171,502 mm; while the design discharge with return period of 5 and 10 years, for example, in channel 1 was branch 1 was of 0,6772 m³/s and the main channel was 5,7910 m³/s; The economic channel dimensions for the main channels 1 and 4 were the base width B = 1,596 m ≈ 1.6 m and the water height h = 0,796 m ≈ 8 0,8 m, the cross section was square.","PeriodicalId":31108,"journal":{"name":"Jurnal Teknik Sipil dan Perencanaan","volume":"1 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2019-07-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Jurnal Teknik Sipil dan Perencanaan","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.15294/JTSP.V21I1.18301","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Abstract. Drainage functions to drain, deplete, remove or transport water. Generally, drainage is defined as a series of water facility used to reduce and/or remove excess water from an area or land, so that the land can be functioned optimally. Drainage is also realized as an effort to control the quality of groundwater in relation to salinity. The case study was carried on in Sekaran Village, Gunungpati District, Semarang City. The area size of Sekaran Village is 6,21 km². According to the writing method, the author used tools and materials required in this research. The tools used were a roll meter and Arcmap software as a medium for data-processing, and the materials taken was data regarding information about the condition of Sekaran Village in the extent of topographic maps, rainfall data. The method of data calculation used manual calculations in accordance with the rational method to figure out the rain discharge, and the manning formula for channel flowrate. The numbers of design rainfall for 5 years and 10 years was 169,365 mm and 171,502 mm; while the design discharge with return period of 5 and 10 years, for example, in channel 1 was branch 1 was of 0,6772 m³/s and the main channel was 5,7910 m³/s; The economic channel dimensions for the main channels 1 and 4 were the base width B = 1,596 m ≈ 1.6 m and the water height h = 0,796 m ≈ 8 0,8 m, the cross section was square.
三宝垄市Gunungpati区Sekaran村排水网络系统
摘要排水功能是排干、耗尽、除去或输送水。一般来说,排水系统被定义为一系列水设施,用于减少和/或从一个地区或土地上去除多余的水,使土地能够最佳地发挥作用。排水也是一种控制与盐度有关的地下水质量的努力。案例研究是在三宝垄市Gunungpati区Sekaran村进行的。Sekaran村的面积为6.21平方公里。根据写作方法,作者使用了本研究所需的工具和材料。所使用的工具是一个卷筒仪和Arcmap软件作为数据处理的媒介,所采用的材料是关于Sekaran村在地形图、降雨数据范围内的情况信息的数据。数据计算方法采用人工计算,按照合理的方法计算出降雨量,并采用配人公式计算河道流量。5年和10年设计降雨量分别为169,365 mm和171,502 mm;以回收期为5年和10年的设计流量为例,1号通道支路流量为0.6772 m³/s,主通道流量为5.7910 m³/s;主渠道1和主渠道4的经济通道尺寸为基宽B = 1596 m≈1.6 m,水高h = 0.796 m≈0.8 m,断面为方形。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
21
审稿时长
24 weeks
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信