{"title":"茂物县 Ciomas 区 Ciomas Rahayu 村 Ciomas Indah 别墅地区处理洪水的排水系统评估","authors":"Jihan Afifah, D. Daryati, Arris Maulana","doi":"10.56855/jeep.v1i2.672","DOIUrl":null,"url":null,"abstract":"This study aims to evaluate the capacity of drainage channels in dealing with flooding puddles. This study used the calculations of hydrology analysis and hydraulic analysis to find out the capacity of flooding and debit. Research instruments use documentation in the form of archives are obtained from government offices by collecting primary data and secondary data. Data analysis uses comparative deskritif quantitative t-shirt analysis. The results showed that the conduit capacity (Qsal) that its cross-sectional form and used stone partners with a wide size of the channel (B) 80 cm and the depth of the channel (h) 70 cm can not accommodate a 10-year flood debit plan, so an evaluation was carried out to be 100 cm × 100 cm.","PeriodicalId":383874,"journal":{"name":"Journal of Engineering Education and Pedagogy","volume":" 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2023-12-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Evaluation of The Drainage System for Handling Flooding Floods in Villa Ciomas Indah Area, Ciomas Rahayu Village, Ciomas District, Bogor Regency\",\"authors\":\"Jihan Afifah, D. Daryati, Arris Maulana\",\"doi\":\"10.56855/jeep.v1i2.672\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"This study aims to evaluate the capacity of drainage channels in dealing with flooding puddles. This study used the calculations of hydrology analysis and hydraulic analysis to find out the capacity of flooding and debit. Research instruments use documentation in the form of archives are obtained from government offices by collecting primary data and secondary data. Data analysis uses comparative deskritif quantitative t-shirt analysis. The results showed that the conduit capacity (Qsal) that its cross-sectional form and used stone partners with a wide size of the channel (B) 80 cm and the depth of the channel (h) 70 cm can not accommodate a 10-year flood debit plan, so an evaluation was carried out to be 100 cm × 100 cm.\",\"PeriodicalId\":383874,\"journal\":{\"name\":\"Journal of Engineering Education and Pedagogy\",\"volume\":\" 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-12-30\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Engineering Education and Pedagogy\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.56855/jeep.v1i2.672\",\"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 Education and Pedagogy","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.56855/jeep.v1i2.672","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
本研究旨在评估排水渠道处理洪水积水的能力。本研究使用水文分析和水力分析的计算方法来找出洪水和排水能力。研究工具使用档案形式的文件,通过收集原始数据和二手数据从政府部门获得。数据分析采用了定量 T 恤比较分析法。结果表明,渠道容量(Qsal),其横截面形式和使用的石材合作伙伴的渠道宽尺寸(B)80 厘米和渠道深度(h)70 厘米不能容纳 10 年一遇的洪水借记计划,因此进行了评估,以 100 厘米×100 厘米。
Evaluation of The Drainage System for Handling Flooding Floods in Villa Ciomas Indah Area, Ciomas Rahayu Village, Ciomas District, Bogor Regency
This study aims to evaluate the capacity of drainage channels in dealing with flooding puddles. This study used the calculations of hydrology analysis and hydraulic analysis to find out the capacity of flooding and debit. Research instruments use documentation in the form of archives are obtained from government offices by collecting primary data and secondary data. Data analysis uses comparative deskritif quantitative t-shirt analysis. The results showed that the conduit capacity (Qsal) that its cross-sectional form and used stone partners with a wide size of the channel (B) 80 cm and the depth of the channel (h) 70 cm can not accommodate a 10-year flood debit plan, so an evaluation was carried out to be 100 cm × 100 cm.