{"title":"CANAL CAPACITY IN AREA SUMUR BATU PUMP HOUSE – CENTRAL JAKARTA","authors":"Tanjung Rahayu Raswitaningrum, B. K. Wardana","doi":"10.24853/ijcei.1.1.33-45","DOIUrl":null,"url":null,"abstract":"Sumur Batu Pump House is located at Inpeksi Kali Sunter street, Sumur Batu Village, Kemayoran District – Central Jakarta, with coordinates 6°9'41.29\" south latitude and 106°52'25.02\" east longitude. In the southern part of Sumur Batu Pump House, there is Kodam Complex where there‘s a main canal that flows to the Stone Well Pump House. Around the area of Sumur Batu Pump House, especially Kodam Complex, flooding still happens frequently, especially during the rainy season. One of the factors causing the flooding is that many canals are sedimented and the dimension of the canals are insufficient to discharge existing rainfall, as well as insufficient pump capacity. By analyzing the canal using Pearson III Log distribution method and Normal Log, and by predicting the highest planned rainfall score in the next 5 years period, which was calculated using past 25 years of rainfall data obtained from Tanjung Priok Rainfall Station, Kemayoran Rainfall Station, and Halim Rainfall Station, which was then calculated by Thiessen method, it was discovered that the rainfall intensity that occurred for a period of 5 years is 167.01 mm in the Normal Log distribution method. The mononobe equation is then used to find the intensity of rain per hour that occurs. Finally, the rain discharge plan can be sought by using rational method. It is then discovered that there are 4 canals (Canals E, H, I, J) that can’t accommodate the occurring rain discharge.","PeriodicalId":389729,"journal":{"name":"International Journal of Civil Engineering and Infrastructure","volume":"112 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-04-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Civil Engineering and Infrastructure","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.24853/ijcei.1.1.33-45","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Sumur Batu Pump House is located at Inpeksi Kali Sunter street, Sumur Batu Village, Kemayoran District – Central Jakarta, with coordinates 6°9'41.29" south latitude and 106°52'25.02" east longitude. In the southern part of Sumur Batu Pump House, there is Kodam Complex where there‘s a main canal that flows to the Stone Well Pump House. Around the area of Sumur Batu Pump House, especially Kodam Complex, flooding still happens frequently, especially during the rainy season. One of the factors causing the flooding is that many canals are sedimented and the dimension of the canals are insufficient to discharge existing rainfall, as well as insufficient pump capacity. By analyzing the canal using Pearson III Log distribution method and Normal Log, and by predicting the highest planned rainfall score in the next 5 years period, which was calculated using past 25 years of rainfall data obtained from Tanjung Priok Rainfall Station, Kemayoran Rainfall Station, and Halim Rainfall Station, which was then calculated by Thiessen method, it was discovered that the rainfall intensity that occurred for a period of 5 years is 167.01 mm in the Normal Log distribution method. The mononobe equation is then used to find the intensity of rain per hour that occurs. Finally, the rain discharge plan can be sought by using rational method. It is then discovered that there are 4 canals (Canals E, H, I, J) that can’t accommodate the occurring rain discharge.
Sumur Batu泵房位于雅加达中部Kemayoran区Sumur Batu村Inpeksi Kali Sunter街,坐标为南纬6°9′41.29”,东经106°52′25.02”。在Sumur Batu泵房的南部,有一个Kodam综合体,那里有一条主要的运河流向石井泵房。在Sumur Batu泵房周围,特别是Kodam综合设施,洪水仍然经常发生,特别是在雨季。造成洪涝的因素之一是河道淤积较多,河道尺寸不足以排出现有的降雨,以及抽水能力不足。利用Tanjung Priok雨量站、Kemayoran雨量站和Halim雨量站近25年的降水资料,利用Thiessen法预测了未来5年的最高计划雨量,并采用Pearson III Log分布法和正态对数法对运河进行了分析。根据正态对数分布方法,发现5年的降水强度为167.01 mm。然后用单值方程计算每小时的降雨强度。最后,运用合理的方法,寻求出排雨方案。然后发现有4条运河(运河E, H, I, J)不能容纳正在发生的雨水排放。