雅加达北部sunterc河的容量

M. Imamuddin, Muhammad Lutfi Fadilah
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引用次数: 0

摘要

Sunter C河位于Yos Sudarso街,坐标为南纬6°8′32,63”,东经106°53′25,78”,下游Sunter C河位于Sunter Barat河街,坐标为南纬6°8′24,78”,东经106°51′24.68”。在森特C河周边地区,由于森特C河上游地区渠段变窄,每逢雨季洪水仍然频繁,森特C河的水由于森特C河的底面高程高于森特C河,无法通过引力流向森特C河。在以上条件下,有必要对Sunter C河区域的洪水问题进行分析,以确定Sunter C河是否仍然可以根据近10年的降雨量进行放水,是否需要正常化。人工计算结果和HEC-RAS应用表明,近10年的降雨量为15.88 m3/s,孙特尔C河无法容纳排水量。在0点- 3点,需要通过将横截面从3.6米加宽到8米进行归一化,在4点从4.8米加宽到8米。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
CAPACITY OF SUNTER C RIVER IN NORTH JAKARTA
Sunter C river is located on Yos Sudarso street at coordinates 6°8'32,63" South Latitude, 106°53'25,78" East Longitude and downstream Sunter C river is located on Sunter Barat river street coordinates 6°8'24,78" South Latitude, 106°51'24.68" East Longitude. In area around the Sunter C river, there are still frequent floods every time the rainy season arrives because of the narrowing of canal section in upstream area of Sunter C river and Sunter C river water can’t flow gravitationally to Sentiong river because the base elevation of Sentiong river is higher than Sunter C river. From the above conditions, it’s necessary to analyze the problem of flooding in Sunter C river area to find out whether Sunter C river can still accommodate water discharge based on rainfall in the last 10 years and does the Sunter C river need normalization. Based on the results of manual calculations and HEC-RAS application, the Sunter C river can’t accommodate water discharge based on rainfall for the last 10 years of 15.88 m3/s. At point 0 - point 3 it is necessary to normalize by widening the cross-section from 3.6 m to 8 m and at point 4 from 4.8 m to 8 m.
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