Analysis of flood propagation and its impact on Negeri Lima Village due to the failure of Way Ela Dam

Bagus Pramono Yakti; Mohammad Bagus Adityawan; Iwan Kridasantausa Hadihardaja; Yadi Suryadi; Joko Nugroho; Arno Adi Kuntoro

doi:10.1051/matecconf/201927004011

All issues

Volume 270 (2019)

MATEC Web Conf., 270 (2019) 04011

References

Open Access

Issue		MATEC Web Conf. Volume 270, 2019 The 2^nd Conference for Civil Engineering Research Networks (ConCERN-2 2018)


Article Number		04011
Number of page(s)		6
Section		Water Resources Engineering and Management
DOI		https://doi.org/10.1051/matecconf/201927004011
Published online		22 February 2019

S.P. Nugroho, Sebagian Bendungan Way Ela di Maluku Jebol, http://www.bnpb.go.id/ (25 July 2013) [Google Scholar]
Minister of Public Works & Housing Regulation No 27/PRT/M/2015 [Google Scholar]
M. Farid, B.P. Yakti, A. Rizaldi, M.B. Adityawan, Finite Difference Numerical Scheme for Simulating Dam Break Flow, The 5^th Hathi International Seminar, Bali, (2016) [Google Scholar]
M.B. Adityawan, M. Roh, H. Tanaka, Dam Break Flow Simulation Using Finite Volume Method, 6^th Conference of the Asia Pacific Association of Hydrology and Water Resources, Korea, (2013) [Google Scholar]
B.P. Yakti, M.B. Adityawan, M. Farid. Y. Suryadi, J. Nugroho, I.K. Hadihardaja, 2D Modeling of Flood Propagation due to Failure of Way Ela Natural Dam, Matec Web Conf. 147 03009 (2018). [Google Scholar]
M.M. Joshi, S.S. Shahapure, Two Dimensional Dam Break Flow Study Using HEC-RAS for Ujjani Dam, IJET Vol 9 No 4, 2933-2928, (2017) [Google Scholar]
G.W. Brunner, 2D Modeling and Mapping with HEC-RAS v.5 Monticello Dam Breach. US Army Corps of Engineers, (2015). [Google Scholar]
S.R. Chavan, V.V. Srinivas, Probable maximum precipitation estimation for catchments in Mahanadi river basin, ICWRCOE, Aquatic Procedia 4, 892-899, (2015) [CrossRef] [Google Scholar]
Badan Standarisasi Nasional. SNI 7746 Tata cara penghitungan hujan maksimum boleh jadi dengan metode Hersfield, (2012) [Google Scholar]
A Kang, Boo-Sik & Ryu, Seung-Yeop. Estimation of Probable Maximum Flood by Duration using Creager Method, Journal of Korean Society of Hazard Mitigation 11. 77-84. (2011). [CrossRef] [Google Scholar]
V. Moya Quiroga, S. Kure, A. Mano, Application of 2D numerical simulation for the analysis of the February 2014 Bolivian Amazonia flood : Application of the new HEC-RAS version 5, 36th IAHR, pp. 25-33, (2015). [Google Scholar]
M. Kotani, F. Imamura, and N. Shuto, JSCE 45, pp. 356-360, (1998) [Google Scholar]
V.T. Chow, Open-Channel Hydraulics. (McGraw-Hill Book Company, New York. p.113. 1959) [Google Scholar]
S. Gibson, Unsteady HEC-RAS Model of the Downtown Reach of the Truckee River, HEC, PR-58, 39 p., (2005) [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.

[1] S.P. Nugroho, Sebagian Bendungan Way Ela di Maluku Jebol, http://www.bnpb.go.id/ (25 July 2013) [Google Scholar]

[2] Minister of Public Works & Housing Regulation No 27/PRT/M/2015 [Google Scholar]

[3] M. Farid, B.P. Yakti, A. Rizaldi, M.B. Adityawan, Finite Difference Numerical Scheme for Simulating Dam Break Flow, The 5^th Hathi International Seminar, Bali, (2016) [Google Scholar]

[4] M.B. Adityawan, M. Roh, H. Tanaka, Dam Break Flow Simulation Using Finite Volume Method, 6^th Conference of the Asia Pacific Association of Hydrology and Water Resources, Korea, (2013) [Google Scholar]

[5] B.P. Yakti, M.B. Adityawan, M. Farid. Y. Suryadi, J. Nugroho, I.K. Hadihardaja, 2D Modeling of Flood Propagation due to Failure of Way Ela Natural Dam, Matec Web Conf. 147 03009 (2018). [Google Scholar]

[6] M.M. Joshi, S.S. Shahapure, Two Dimensional Dam Break Flow Study Using HEC-RAS for Ujjani Dam, IJET Vol 9 No 4, 2933-2928, (2017) [Google Scholar]

[7] G.W. Brunner, 2D Modeling and Mapping with HEC-RAS v.5 Monticello Dam Breach. US Army Corps of Engineers, (2015). [Google Scholar]

[8] S.R. Chavan, V.V. Srinivas, Probable maximum precipitation estimation for catchments in Mahanadi river basin, ICWRCOE, Aquatic Procedia 4, 892-899, (2015) [CrossRef] [Google Scholar]

[9] Badan Standarisasi Nasional. SNI 7746 Tata cara penghitungan hujan maksimum boleh jadi dengan metode Hersfield, (2012) [Google Scholar]

[10] A Kang, Boo-Sik & Ryu, Seung-Yeop. Estimation of Probable Maximum Flood by Duration using Creager Method, Journal of Korean Society of Hazard Mitigation 11. 77-84. (2011). [CrossRef] [Google Scholar]

[11] V. Moya Quiroga, S. Kure, A. Mano, Application of 2D numerical simulation for the analysis of the February 2014 Bolivian Amazonia flood : Application of the new HEC-RAS version 5, 36th IAHR, pp. 25-33, (2015). [Google Scholar]

[12] M. Kotani, F. Imamura, and N. Shuto, JSCE 45, pp. 356-360, (1998) [Google Scholar]

[13] V.T. Chow, Open-Channel Hydraulics. (McGraw-Hill Book Company, New York. p.113. 1959) [Google Scholar]

[14] S. Gibson, Unsteady HEC-RAS Model of the Downtown Reach of the Truckee River, HEC, PR-58, 39 p., (2005) [Google Scholar]