Flood Hazard Assessment in Kalinyamatan District Generated by Dam Break of Bakalan Dam in Jepara Regency

  • Tania Sinayangsih Magister Study Program of Water Resources Management, Civil Engineering Study Program, Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Bandung 40135, Indonesia
  • Eka Oktariyanto Nugroho Magister Study Program of Water Resources Management, Civil Engineering Study Program, Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Bandung 40135, Indonesia
  • Agung Wiyono Hadi Soeharno Water Resources Engineering Research Group, Civil Engineering Study Program, Faculty of Civil Engineering and Environmental, Bandung Institute of Technology, Bandung 40135, Indonesia
Keywords: Dam Break Analysis, Dam, Risk Map, Overtopping, HEC-RAS, Hazard Map, Vulnerability Map, Capacity Map, Jepara

Abstract

Bakalan Dam is one of the dams planned to be built on the Bakalan River, Jepara Regency. This dam is designed to meet the needs of raw water, irrigation needs also flood control. Bakalan Dam not only has great benefits in controlling floods, and meeting raw water and irrigation needs, but also harbors potential hazards. With a height of up to 87 meters due to being built between extreme slopes, if the dam collapses, it can cause large losses of life and material loss. The collapse of this dam can be caused by overtopping, where water with a large discharge can no longer be flowed by the spillway, and flows over the top of the dam. The analysis was carried out using HEC RAS 2D and GIS, it is shown that Kalinyamatan District will be the one heavily affected by the collapse of Bakalan Dam. Through HEC RAS 2D, author can also determine the risk of flood inundation, speed of arrival of water, and arrival time of water in the affected area. Therefore, to avoid casualties, a map of the potential risk for dam collapse due to overtopping is planned. It is hoped with risk mapping, it can increase awareness of affected areas by estimating material losses and affected people.

References

[1] Regional Regulation of Jepara Regency concerning Regional Medium-Term Development Plans, 2017.
[2] Che Ros F, Sidek L M, A Razad A Z, Nik Ibrahim N N, Ahmad M N, Dam Break Analysis For Hydroelectric Dam: Case Study Of Kenyir Dam, Terengganu, Malaysia Proceeding of International Seminar on Advances in Renewable Energy Technology (ISARET), 2009.
[3] Sammen, S.S, Mohamed, T.A, Ghazali, A.H, Sidek, L.M, El-Shafie, A., An Evaluation of Existent Methods for Estimation of Embankment Dam Breach Parameters, Natural Hazards, 87 (1), 545-566, 2017.
[4] Shahrim, M. F., F C Ros, Dam Break Analysis of Temenggor Dam Using HEC-RAS, The 7th AUN/SEED-Net Regional Conference on Natural Disaster (RCND), 2019.
[5] Cannata, M., & Marzocchi, R, Two-dimensional dam break flooding simulation: a GIS-embedded approach, Natural Hazards, 61(3), 1143–1159, 2011.
[6] Gogoaşe Nistoran, D. E., Gheorghe Popovici, D. A., Savin, B. A. C., & Armaş, I., GIS for Dam-Break Flooding Study Area: Bicaz-Izvorul Muntelui (Romania), Space and Time Visualisation, 253–280, 2016.
[7] Álvarez, M., Puertas, J., Peña, E., & Bermúdez, M., Two-Dimensional Dam-Break Flood Analysis in Data-Scarce Regions: The Case Study of Chipembe Dam, Mozambique, Water, 9(6), 432, 2017.
[8] Nabilah, R.A., et. al., Dam Break Analysis of Situ Gintung Dam Collapse Reconstruction, IOP Conf. Series: Earth and Environmental Science, 599, 2020.
[9] HEC-RAS. River Analysis System Hydraulic Reference Manual; Hydrologic Engineering Center US Army Corps of Engineer: Davis, CA, USA, 2016.
[10] Torimtubun A.T, Asmaranto R, Flood Analysis Due to the Collapse of the Banyukuwung Dam Using HEC-RAS, 2018.
[11] Pramono A, Juwono P.T, Asmaranto R, Flood analysis due to Wonorejo dam collapse using HEC-RAS, 2019.
[12] Muammar, A. Z. et al., Journal of Water Resources Technology and Engineering Vol. 1 No. 1, Analysis of the Malahayu Dam Collapse, Brebes Regency with the HEC-RAS Application and Calculation of Losses with the InaSAFE Application, p. 29-39, 2021.
[13] Palar, R.T, et al., Journal of Scientific Media Engineering Vol.11 No.2, Analysis of the Collapse of the Kuwil – Kawangkoan Reservoir Using the Assistance of the HEC-RAS Program, p. 113-122, 2021.
[14] Balogun, O.S, et. al., Nigerian Journal of Technology (NIJOTECH) Vol. 36, No. 1, Study and Analysis of Asa River Hypothetical Dam Break Using Hec-Ras, pp. 315 – 321, 2017.
[15] Sandi, C.; Nugroho, E. O.; Cahyono, M., Civil Engineering, Environmental, Disaster and Risk Management Symposium 2022, Analisis Risiko Dambreak Bendungan Jenelata dan Upaya Penanggulangannya, 2022.
[16] De Moel, H.; Bouwer, L.M.; Aerts, J.C.J.H. Uncertainty and sensitivity of flood risk calculations for a dikering in the south of the Netherlands. Sci. Total Environ, pp. 473–474, 224–234, 2014.
[17] Pu, J.H., Shao, S., Huang, Y., Hussain, K., Evaluations of SWEs and SPH numerical modelling techniques for dam break flows. Eng. Appl. Comput. Fluid Mech, pp. 544–563, 2013.
[18] Albano, R., et al., ISPRS Int. J. Geo-Inf, A GIS Tool for Mapping Dam-Break Flood Hazards in Italy, pp. 250, 2019.
[19] Jepara Regency Central Statistical Agency, Kalimatan sub-district in figures for 2022, 2022.
[20] Regulation of the Head of the National Disaster Management Agency, Regulation No. 02 of 2012 General Guidelines for Disaster Risk Assessment, 2012.
[21] Pratiwi, V.; Kusuma, M. S.B.; Kardhana, H.; Farid, M., International Journal Of GEOMATE, Nov., 2020, Vol.19, Issue 75, Experimental Study of Dam Break Flow Generated by The Flap Gate In Horizontal Channel, pp.19-26, 2020.
Published
2023-06-30
How to Cite
Sinayangsih, T., Nugroho, E. O., & Soeharno, A. W. H. (2023). Flood Hazard Assessment in Kalinyamatan District Generated by Dam Break of Bakalan Dam in Jepara Regency. ITB Graduate School Conference, 2(2), 349-363. Retrieved from https://gcs.itb.ac.id/proceeding-igsc/index.php/igsc/article/view/124
Section
Articles