CANAL CAPACITY IN AREA SUMUR BATU PUMP HOUSE – CENTRAL JAKARTA

Tanjung Rahayu Raswitaningrum, Bagus Kusuma Wardana

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.

Full Text:

PDF

References


Anonim., 1997. Drainase perkotaan. Jakarta: Gunadarma.

Anonim., 2012. Tata cara penyusunan rencana induk sistem drainase perkotaan. Jakarta: Bina Marga.

Asdak, Chay., 2002. Hidrologi Dan Pengelolaan Daerah Aliran Sungai, Jakarta: Gadjah Mada University Press.

Buttler D., Davies W.J., 2004. Urban drainage. London: Spoon Press.

Hardiharjaja., 1997. Irigasi dan Bangunan Air. Jakarta: Gunadarma.

Pemerintah Indonesia., 2014. Permen. PU No. 12 Tentang Penyelenggaraan Sistem Drainase Perkotaan Tahun 2014. Jakarta: Kementerian Pekerjaan Umum.

Pudyawati P.P.S., Dewi R.K., 2018. Perencanaan Sistem Drainase Kawasan Indonesia Power, Tambaklorok-Semarang. Jurnal karya teknik sipil, Vol 7, No 1,76-88. https://ejournal3.undip.ac.id/index.php/jkts/article/view/19367

Rahmawati, E., Wahyu, A.R., 2017. Pengembangan Drainase Sistem Polder Sungai Sringin Kota Semarang. Jurnal karya teknik sipil, Vol 6, No 1,282-290. https://ejournal3.undip.ac.id/index.php/jkts/article/view/15868.

Suripin., 2004. Sistem Drainase Yang Berkelanjutan. Yogyakarta: Andi.

Soemarto, C.D., 1987. Hidrologi Teknik. Surabaya: Usaha Nasional.

Triatmodjo, B., 2008. Hidrologi Terapan. Yogyakarta: Beta Offset.

White F.M., 2009. Fluid mechanic. New York: McGraw-Hill.




DOI: https://doi.org/10.24853/ijcei.1.1.33-45

Refbacks

  • There are currently no refbacks.


International Journal of Civil Engineering and Infrastructure (IJCEI) Indexing By:

  


Copyright of International Journal of Civil Engineering and Infrastructure (IJCEI) (e-ISSN: 2776-2580).

 

This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License

Powered by Puskom-UMJ
slot gacor slot gacor hari ini slot gacor 2025 demo slot pg slot gacor slot gacor