Analysis of Drainage Channels using Storm Water Management Model (SWMM) (Case Study : Bungo Mas Housing Phase 1 Bungo Pasang Village, Koto Tangah District, Padang City)
DOI:
https://doi.org/10.24036/bafrce77Keywords:
Drainage, Flooding, Runoff, Hydrological, SWMM 5.2Abstract
Drainage channels are water buildings that have an important function to channel excess water. With good drainage channels, excess water can be channeled and reduce the potential for waterlogging or flooding. Bungo Mas Tahap 1 Housing is located in Bungo Pasang Village which often experiences flooding or waterlogging due to high rainfall or long duration of rain. The problem of waterlogging in this area really needs attention because it disrupts various activities of the surrounding community and causes many losses. In addition to high rainfall, garbage and silt deposits in drainage channels are considered to be one of the causes of flooding. Therefore, it is necessary to analyze the existing drainage channels in Bungo Mas Tahap 1 Housing. The analysis process requires rainfall data for the last 10 years and the existing condition of the existing channels in the housing. One solution to assist in analyzing channels is using the Storm Water Management Model application (SWMM 5.2). After analysis of the channel, it was found that there was runoff in several channels so that the existing drainage was not effective because the dimensions of the channel were still not enough to accommodate the flow of water. Waterlogging that occurred in Bungo Mas Housing Phase 1 on the 2nd, 5th and 10th anniversary reached successive runoff peaks of 639.40 liters/s, 806.26 liters/s, and 914.87 liters/s which have been analyzed using SWMM 5.2 software.
Downloads
References
[1] L. A. Rossman and M. Simon, Storm Water Management Model User’s Manual Version 5.2, EPA/600/R-22/030. Cincinnati, OH, USA: U.S. Environmental Protection Agency, 2022.
[2] L. A. Rossman and W. C. Huber, Storm Water Management Model Reference Manual, Volume I: Hydrology (Revised), EPA/600/R-15/162A. Cincinnati, OH, USA: U.S. Environmental Protection Agency, 2016.
[3] L. A. Rossman, Storm Water Management Model Reference Manual, Volume II: Hydraulics, EPA/600/R-17/111. Cincinnati, OH, USA: U.S. Environmental Protection Agency, 2017.
[4] J. Gironás, L. A. Roesner, L. A. Rossman, and J. Davis, “A new applications manual for the Storm Water Management Model (SWMM),” Environmental Modelling & Software, vol. 25, no. 6, pp. 813–814, 2010, doi: 10.1016/j.envsoft.2009.11.009.
[5] M. H. Hsu, S. H. Chen, and T. J. Chang, “Inundation simulation for urban drainage basin with storm sewer system,” Journal of Hydrology, vol. 234, nos. 1–2, pp. 21–37, 2000, doi: 10.1016/S0022-1694(00)00237-7.
[6] S. Babaei, R. Ghazavi, and M. Erfanian, “Urban flood simulation and prioritization of critical urban sub-catchments using SWMM model and PROMETHEE II approach,” Physics and Chemistry of the Earth, Parts A/B/C, vol. 105, pp. 3–11, 2018, doi: 10.1016/j.pce.2018.02.002.
[7] B. Ma, Z. Wu, C. Hu, H. Wang, H. Xu, D. Yan, and S.-e.-h. Soomro, “Process-oriented SWMM real-time correction and urban flood dynamic simulation,” Journal of Hydrology, vol. 605, Art. no. 127269, 2022, doi: 10.1016/j.jhydrol.2021.127269.
[8] J. Barco, K. M. Wong, and M. K. Stenstrom, “Automatic calibration of the U.S. EPA SWMM model for a large urban catchment,” Journal of Hydraulic Engineering, vol. 134, no. 4, pp. 466–474, 2008, doi: 10.1061/(ASCE)0733-9429(2008)134:4(466).
[9] N. A. Zaghloul, “Sensitivity analysis of the SWMM Runoff-Transport parameters and the effects of catchment discretisation,” Advances in Water Resources, vol. 6, no. 4, pp. 214–223, 1983, doi: 10.1016/0309-1708(83)90059-3.
[10] S. K. Aryal, S. Ashbolt, B. S. McIntosh, K. P. Petrone, S. Maheepala, R. K. Chowdhury, T. Gardener, and R. Gardiner, “Assessing and mitigating the hydrological impacts of urbanisation in semi-urban catchments using the Storm Water Management Model,” Water Resources Management, vol. 30, no. 14, pp. 5437–5454, 2016, doi: 10.1007/s11269-016-1499-z.
[11] H. Tavakolifar, H. Abbasizadeh, S. Nazif, and E. Shahghasemi, “Development of 1D–2D urban flood simulation model based on modified cellular automata approach,” Journal of Hydrologic Engineering, vol. 26, no. 2, 2021, doi: 10.1061/(ASCE)HE.1943-5584.0002036.
[12] L. Kartiko and R. S. B. Waspodo, “Analisis kapasitas saluran drainase menggunakan program SWMM 5.1 di Perumahan Tasmania Bogor, Jawa Barat,” Jurnal Teknik Sipil dan Lingkungan, vol. 3, no. 3, pp. 133–148, 2018, doi: 10.29244/jsil.3.3.133-148.
[13] J. F. England, Jr., T. A. Cohn, B. A. Faber, J. R. Stedinger, W. O. Thomas, Jr., A. G. Veilleux, J. E. Kiang, and R. R. Mason, Jr., Guidelines for Determining Flood Flow Frequency—Bulletin 17C, U.S. Geological Survey Techniques and Methods, book 4, chap. B5, 2018, doi: 10.3133/tm4B5.
[14] W. N. Sari, I. Atsushi, S. Toshiyuki, and Dewanti, “The implementation of urban drainage maintenance to reduce inundation risk: Case study in Tegal, Indonesia,” The Journal of Indonesia Sustainable Development Planning, vol. 1, no. 3, pp. 241–257, 2020, doi: 10.46456/jisdep.v1i3.77.
[15] Z. Zhu and X. Chen, “Evaluating the effects of low impact development practices on urban flooding under different rainfall intensities,” Water, vol. 9, no. 7, Art. no. 548, 2017, doi: 10.3390/w9070548.
Downloads
Published
Issue
Section
License
Copyright (c) 2025 Erniati Rahmadiah, Jonni Mardizal
This work is licensed under a Creative Commons Attribution 4.0 International License.
