CAPACITY OF ADHYAKSA RESERVOIR IN NORTH JAKARTA

Trijeti Trijeti, Widha Wati Liestyowening
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Abstract

Adhyaksa reservoir is located within the Adhyaksa Public Hospital on Mabes Hankam street number 60, Ceger, Cipayung district, in the area of East Jakarta, which is one of the areas prone to flooding. Adhyaksa reservoir has a pump house available that is used to pump the excess water in the reservoir but there are still puddles in several places around the residential area. The problems occurs due to sedimentation in the canal, inadequate size of the canal, and narrowing of the canal. These causes the canal that is supposed to drain water into a reservoir to not work optimally. By conducting canal analysis using Log Pearson III method, using data obtained from 3 Rainfall Station namely, Bekasi Rainfall Station, Halim Rainfall Station, and Bogor Rainfall Station, it was found that the rainfall intensity that occured in the last 10 years cycle is 162,29 mm. Then, the Mononobe equation was used to find the intensity of rain per hour that occours. The planned rain discharge was then found using a rational method. From these calculations, it was discovered that there are 9 canals namely (5, 11, 12, 13, 17, 18, 19, 20 and 23) that are unable to accommodate the rainfall that occurs.
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雅加达北部adhyaksa水库的容量
Adhyaksa水库位于东雅加达地区易发生洪水的地区之一的Cipayung区Ceger Mabes Hankam街60号的Adhyaksa公立医院内。Adhyaksa水库有一个抽水房,用来抽水水库中多余的水,但在居民区周围的几个地方仍然有水坑。这些问题的发生是由于运河的沉积,运河的大小不足,以及运河的变窄。这导致本应将水排入水库的运河无法发挥最佳作用。利用别加泗、哈利姆和茂物3个雨量站的数据,采用Log Pearson III方法进行渠道分析,发现近10年周期发生的降雨强度为162,29 mm。然后,Mononobe方程被用来计算每小时发生的降雨强度。然后用合理的方法找到计划的降雨量。从这些计算中,我们发现有9条运河(5、11、12、13、17、18、19、20和23)无法容纳发生的降雨。
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