ANALISIS DAN EVALUASI SALURAN DRAINASE PADA JALAN JAMBORE KELURAHAN CIBUBUR KECAMATAN CIRACAS JAKARTA TIMUR

Ismono Kusmaryono, Reza Budiman
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Abstract

Jalan Jamboree, Cibubur Village, Ciracas District, often experiences puddles during the rainy season. This studyaims to analyze and evaluate whether the dimensions of the drainage channel meet the requirements for runoffdue to rainwater. The case study analysis method uses rainfall data from BMKG which is then carried outhydrological analysis using the Pearson Log III method, rain intensity analysis using the Mononobe method andflow discharge analysis using the rational method taking into account the existing water catchment area so thatthe actual ditch dimensions can be determined. The evaluation results show that the dimensions of the existingditch do not meet the drainage requirements of rainwater runoff, where the existing ditch water discharge(Qs=0.748 m3/second) < design water discharge (Qt=1.481 m3/second). Second). Re-calculation of channeldimensions produces the following dimensions: width (b) of 0.9 m, height (h) of 2 m or using precast with width(b) of 1.2 m and channel height (h) of 1.2 m.
分析和评估东雅加达 Ciracas 分区 Cibubur 城中村 Jamboree 路的排水沟。
在Ciracas区的Cibubur村,Jalan Jamboree经常在雨季经历水坑。本研究旨在分析和评价排水通道的尺寸是否满足雨水径流的要求。案例分析方法使用BMKG的降雨数据,然后使用Pearson Log III方法进行水文分析,使用Mononobe方法进行降雨强度分析,使用合理方法进行流量分析,并考虑现有集水区,从而确定实际沟渠尺寸。评价结果表明,既有沟尺寸不满足雨水径流的排水要求,其中既有沟排水量(Qs=0.748 m3/s) <设计水量(Qt=1.481 m3/s)。秒)。重新计算渠道尺寸产生以下尺寸:宽度(b)为0.9 m,高度(h)为2m或使用宽度(b)为1.2 m,渠道高度(h)为1.2 m的预制。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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