分析排水管道的容量,亚伦·索哈尔·马镇自然围栏镇

Remi Ayu Manda Sari, Lily Endah Diansari, Fameira Dhiniati
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引用次数: 0

摘要

排水系统是一个地区非常重要的基础设施。人口增加引起土地利用的变化,导致土地入渗减少和径流增加。就像雨季发生在Jalan Mayjen Harun Sohar的排水通道一样。排水系统经常泛滥,淹没人们的家园。本研究的目的是分析Jalan Mayjen Harun Sohar Kota Pagar Alam的排水渠道的容量。利用Mononobe方程计算降雨强度。基于Rational方法的泄洪方案计算。在计划降雨量Tr50 = 175.72 mm / h下,通过卡方法和Smirnov-Kolmogrov法进行分布匹配检验后,采用gumbell法进行适合本研究区域的降雨分布。因此,现有水量Q = 3563立方米/秒,计划泄洪量Q50 = 2261立方米/秒。得出的结论是,Jalan Mayje Harun Sohar街的排水渠道的容量仍然能够容纳计划泄洪,但为了避免滞留,进行了0.50米的疏浚
本文章由计算机程序翻译,如有差异,请以英文原文为准。
ANALISIS KAPASITAS SALURAN DRAINASE JALAN MAYJEN HARUN SOHAR KOTA PAGAR ALAM
Drainage is a very important infrastructure for an area. Increasing population causes changes in land use resulting in reduced land infiltration and increased runoff. As happened in the drainage channel of Jalan Mayjen Harun Sohar in the rainy season. Drainage often overflowed and flooded people's homes. The purpose of this study is to analyze the capacity of drainage channels on Jalan Mayjen Harun Sohar Kota Pagar Alam. Calculation of Rainfall Intensity using the Mononobe equation. calculation of flood discharge plan based on the Rational method. Distribution of rainfall that is suitable in this study area is to use the gumbell method after being tested with the distribution match using the Chi-squared and Smirnov-Kolmogrov method with a planned rainfall Tr50 = 175.72 mm / hour, so the amount of existing Q = 3,563 m3 / sec and the magnitude of the planned flood discharge Q50 = 2,261 m3 / sec. It was concluded that the capacity of the drainage channel on Jalan Mayje  Harun Sohar street was still able to accommodate the planned flood discharge but to avoid detention a dredging of 0.50 m was carried out
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