Analysis of Drainage System for Overcoming Floods on Untung Jawa Island, South Thousand Islands District, DKI Jakarta

Q4 Physics and Astronomy Neutron News Pub Date : 2022-07-31 DOI:10.29138/neutron.v22i01.175
Y. Yulian
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Abstract

In general, drainage can be used to reduce excess water, whether from rainwater, seepage, or excess irrigation water from an area, so that the function of the area is not disturbed. This study aims to analyze and examine the drainage problems that exist on Untung Jawa Island, South Seribu Islands District, DKI Jakarta, the drainage channels are poorly maintained and frequent flooding. The data used in this study are primary and secondary data, in planning the calculation of flood discharge a 2-year return period is used. For the calculation of flood discharge, the plan uses a rational method and is added to household flood discharge, and the results will be compared with the existing condition of the drainage channel on Untung Jawa Island, South Thousand Islands District, DKI Jakarta. The results obtained that the largest design flood discharge is 3.277 m3/second on channel A8 and the smallest design flood discharge is 0.094 m3/second on channel C5. for the existing condition of the drainage channel, there are 11 channels that fall into the unsafe category because the condition of the existing channel capacity is less than the planned flood discharge, namely channels A2, A3, A4, A5, A6, A7, A8, A10, B2, B3 and B4. Infiltration wells are planned to accommodate the excess flood discharge, and it takes 19 infiltration wells on channel B4, 13 pieces on channel B3, 9 pieces on channel A8, 6 pieces on channel A2, A3, A6 and B2, 4 pieces on channel A7 , 2 pieces on channel A10, 1 piece on channel A4 and A5.
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雅加达DKI南千岛区东爪哇岛防洪排水系统分析
一般来说,排水可以用来减少多余的水,无论是来自雨水、渗水还是来自一个区域的多余灌溉水,使该区域的功能不受干扰。本研究旨在分析和检视雅加达大阪府南塞里武群岛区东爪哇岛的排水问题,该地区的排水渠道维修不善且经常发生水浸。本研究使用的数据为一次和二次数据,在规划计算洪流量时采用了2年的回复期。对于泄洪量的计算,本方案采用合理的方法,并加入住户泄洪量,将计算结果与雅加达DKI南千岛区Untung Jawa岛泄洪渠道的现状进行比较。结果表明:A8河道设计洪流量最大为3.277 m3/s, C5河道设计洪流量最小为0.094 m3/s。在排水渠道现状中,因现有渠道容量状况小于规划泄洪量而属于不安全的渠道有11个,分别为A2、A3、A4、A5、A6、A7、A8、A10、B2、B3、B4渠道。规划入渗井容纳超额泄洪,其中B4通道入渗井19口,B3通道13口,A8通道9口,A2、A3、A6、B2通道6口,A7通道4口,A10通道2口,A4、A5通道1口。
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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Neutron News
Neutron News Physics and Astronomy-Nuclear and High Energy Physics
CiteScore
0.30
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0.00%
发文量
36
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