STUDI SISTEM JARINGAN DRAINASE DI RUAS JALAN CIHANJUANG KOTA CIMAHI

Kokoh Pub Date : 2024-01-01 DOI:10.17509/k.v22i1.66307
Oksy Priamitra Jatnika, Odih Supratman
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Abstract

The drainage system on the Cihanjuang road in Cimahi City experiences flooding problems, especially during the rainy season. Flooding factors are caused by sedimentation, clogged garbage, and rainwater runoff from each settlement that cannot be accommodated. Based on these problems, research was carried out as an effort to overcome the problems that occurred. The method in this research uses a descriptive evaluative method, namely a research method that evaluates conditions objectively/as is. Primary data in this research was obtained by surveying the condition of the drainage channel at the location to determine the dimensions and existing conditions of the channel. Secondary data in this research was obtained via the NASA website in the form of rainfall data for the last 20 years. The rainfall calculation method used in this research is the Log Normal method with a rainfall intensity value of 74.316 mm with a return period of 2 years. This research uses EPA SWMM 5.2.3 computer software as a tool to carry out hydraulic analysis. The research results showed that there were four channel locations with existing drainage channel capacity that could not accommodate water runoff, namely J_10, J_17, J_21, J_48. So that Low Impact Development (LID) planning is carried out in each water catchment area to reduce water runoff. The results obtained show that the application of LID can overcome flooding problems. Apart from that, cost calculations were also carried out in making the four types of LID used, namely Bioretention-cell, Rain Garden, Permeable Pavement and Rain Barrel.
studi sistem jaringan drainase di ruas jalan cihanjuang kota cimahi
Cimahi 市 Cihanjuang 路的排水系统存在洪水问题,尤其是在雨季。造成洪水泛滥的原因包括沉积物、垃圾堵塞以及各居民点无法容纳的雨水径流。基于这些问题,我们开展了研究,以努力克服出现的问题。本研究采用的方法是描述性评价法,即客观评价现状的研究方法。本研究中的原始数据是通过调查该地点的排水道状况获得的,以确定排水道的尺寸和现有状况。本研究中的二手数据是通过美国国家航空航天局网站以过去 20 年降雨量数据的形式获得的。本研究采用的降雨量计算方法是对数正态法,降雨强度值为 74.316 毫米,重现期为 2 年。本研究使用 EPA SWMM 5.2.3 计算机软件作为进行水力分析的工具。研究结果表明,有四个位置的现有排水沟容量无法容纳径流,即 J_10、J_17、J_21 和 J_48。因此,要在每个集水区进行低影响开发(LID)规划,以减少径流。结果表明,应用低影响开发可以克服洪水问题。此外,还计算了四种低影响开发方式的成本,即生物滞留池、雨水花园、透水路面和雨水筒。
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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