PENILAIAN RISIKO BENDUNGAN SAGULING DENGAN METODE TRADISIONAL, METODE POHON KEJADIAN DAN METODE MODIFIKASI ICOLD

Riksal Firmansyah, Ignatius Sriyana

Abstract


The role of dam infrastructure must be ensured from management and maintenance through good operational and maintenance provisions as to maintain level of service provision, extend life of productive assets and reduce risk of dam failure. Dam risk assessment can be used to prioritize dams based on risks. Risk assessment consists of risk analysis and risk evaluation. Purpose of this study is to conduct a risk assessment on Saguling Dam using traditional methods, event tree methods and ICOLD modification method to get an overview safety condition Saguling Dam. In conducting risk evaluation for ICOLD modification method, evaluate by comparing value of risk index to risk class. results of the risk identification analysis of this study that risk assessment using traditional method shows that risk of the Saguling Dam is unacceptable because this method does not describe each possibility in detail. Risk assessment using the event tree method shows that the risk of the Saguling Dam is acceptable. Risk assessment using the modified ICOLD method shows that the Saguling Dam belongs to category of Dam with moderate risk.

Keywords


saguling dam, risk assessment, traditional method, event tree method, ICOLD method

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References


Andersen, G.R., Chouinard, L.E., Hover, W.H., & Cox, C.W., 2001, Risk Indexing Tool to Assist in Prioritizing Improvements to Embankment Dam Inventories. Journal of Geotechnical and Geoenvironmental Engineering. 127(4), 325-334.

BBWS Citarum, 2020, Pembuatan Pola Operasi Waduk Kaskade Citarum. DOISP2.

Bank Dunia, 2018, “Meningkatkan Keamanan Bendungan dan Perlindungan Masyarakat Umum melalui Rencana Tindak Darurat dan Rencana Kontinjensi Berbasis Inasafe”, The World Bank Group. Washington, USA.

Brown, Alan., and Gosden, John, 2004, Risk Assessment of Dams – recent developments in the United Kingdom.

Buldan, R., Suharyanto, & Sriyana, 2021, Penilaian risiko kegagalan bendungan kedungombo sebagai dasar prioritas pemeliharaan bendungan. Jurnal Mitra Teknik Sipil, 4(3), 557–570.

Departemen PU, 1995, Bendungan Besar di Indonesia. Jakarta: Yayasan Badan Penerbit PU.

Ditjen SDA, 2011, Pedoman Teknis Penilaian Risiko.

Indrawan, D., 2013, Penilaian Indeks Risiko Metode Modifikasi Andersen Dan Modifikasi ICOLD Untuk 12 Bendungan Di Pulau Jawa. Jurnal Sumber Daya Air. 9(2), 93–102.

Kementerian PUPR, 2015, Peraturan Menteri PUPR No.27/PRT/M/ 2015 tentang Bendungan. Kementerian PUPR.

Pramudawati, M.A.H., Mahdi I.T., & Ranisa, G., 2020, Penilaian Risiko Keamanan Bendungan Di Jawa Timur. Jurnal Teknik Hidraulik, 11(2), 93–102.

Puslitbang Sumber Daya Air, 2006, Tingkat Keamanan Bendungan di Jawa. Volume II, Jawa Tengah. Bandung, Kementerian PUPR.

Soentoro, E.A., Purnomo, A.B., & Susantin, S.H., 2013, Study on Dam Risk Assessment as a Decision-Making Tool to Assist Prioritizing Maintenance of Embankment Dam in Indonesia. November.




DOI: http://dx.doi.org/10.32497/wahanats.v27i1.3673

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