ANALYSIS OF PUMP CAPACITY AT THE KARTINI V PUMP HOUSE IN CENTRAL JAKARTA

Mohammad Imamuddin, Nila Sekar Mahdiani

Abstract


Kartini Volume Pump House is located at Jalan Kartini Raya Simpang Jalan Kartini V, RT. 01 RW. 04, Kartini Village, Sawah Besar District, Central Jakarta, Special Capital Region Of Jakarta, 10750. The geographical location of the pump is located at 6°09'14.4"S 106°50'08.2" E. In the area around the Kartini Volume Pump House, flooding is rare even though the rain that falls has a high rainfall intensity. Despite these conditions, flooding is rare. In the event of a flood, the flood does not last long and will slowly recede after the rain has stopped. This is because the pump in the Kartini Volume Pump House is still functioning properly and the channel capacity is still sufficient. Flooding in the area is caused by narrowing due to garbage in the channel. Using BMKG Kemayoran rainfall data from 2014 to 2023 and the Pearson III Log method, the maximum rainfall intensity of 567.7745 mm/hour with a maximum planned rain discharge of 1.219 m3/second and an existing channel discharge of 15.793 m3/second. The pump capacity in the Kartini Volume Pump House is 2,682 m3/ second with a drain time of 1 hour. The existing pump capacity of the pump gate in the Kartini Volume Pump House is 1 x 2 m3/second and the pump house is 2 x 0.5 m3 / second is still able to accommodate rain discharge in the area.

Keywords


Flood; Drainage System; Pump.

Full Text:

PDF

References


Budiman, Buckling Analysis of Skew Plates Subjected to Uniform Compression Loading, International Journal of Civil Engineering and Infrastructure. 2 (2022) 1-9.

Chow, Ven Te, Translation By Rosalina, E.V.N. 1997. Open Channel Hydraulics. Translation by Jakarta: Erlangga publishers.

Department Of Public Works. 2006. Pd.T-02-2006-B: Road Channel System Planning. Jakarta: Guidelines for Building Construction.

Herison Ahmad, et al.. 2018. A study of the use of Empirical Methods in seconder mining flood discharge Design in drainage planning (Journal of Civil Engineering Applications). 16(2):78

National Standardization Body. 1991. SNI. 03-2406-1991: General Planning Procedure of Urban Drainage.

National Standardization Body. 1994. SNI. 03-3424-1994: Road Surface Channel Planning Procedure.

National Standardization Body. 1998. SNI. 03-1724-1989: hydrological and hydraulic guidelines and planning for River Building.

Ningrum, S., & Ginting, K.G. (2020) Flood management strategy based on Disaster Mitigation in flood-prone areas in the Seulalah River Basin of Langsa City. Geography Science Education Journal, 1(1).

Online Data Center Database-BMKG https://www.dataonline.bmkg.go.id.).

Razikin, P., Kumalawati, R., & Arisanty, D. (2017). Flood Disaster Management Strategy Based on The Perception of The Community in The District Barabai Hulu Sungai Tengah. 4(1), 27 – 39.

S. Kesawan, M. Mahendran, Section compression capacity of high strength cold-formed hollow flange channels, J Constr Steel Res. 133 (2017) 202-213. https://doi.org/10.1016/j.jcsr.2017.0.2.015.

Standard Nasional Indonesia, Struktur Baja Canai Dingin, Jakarta, Indonesia, 2013. www.bsn.go.id.

Standards Australia (SA), AS/NZS 4600, Cold-Formed Steel Structures, Standards Australia, Sydney, Australia, 2005

Wicaksono, et al. 2018.Analysis of Drainage System Performance Against Flood and Inundation. (Journal Of Irrigation Engineering), 9 (2):




DOI: https://doi.org/10.24853/ijcei.4.1.10-20

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