ANALISIS PROBABILITAS RISIKO KEGAGALAN BENDUNGAN GEROKGAK BERDASARKAN METODE POHON KEJADIAN (EVENT TREE)

• Published in: Jurnal Teknik Pengairan Vol. 7; no. 1; pp. 7 - 16
• Main Authors: cristina Dwi, Pitojo Tri Juwono, Emma Yuliani
• Format: Journal Article
• Language: English
• Published: Universitas Brawijaya 01-10-2016
• ISSN: 2086-1761; 2477-6068

Abstrak: Bendungan menyimpan bahaya apabila mengalami keruntuhan. Selain pemeriksaan keamanan bendungan, penilaian risiko juga diperlukan guna pengelolaan keamanannya. Pada penelitian ini penilaian risiko menggunakan metode pohon kejadian, metode tradisional serta metode ICOLD. Metode pohon kejadian mempunyai kelebihan secara sistematik memetakan potensi kegagalan bendungan mulai awal dibandingkan metode tradisional yang mengacu nilai kriteria yang berlaku. Sedangkan metode ICOLD bermanfaat mengetahui kelas risiko bendungan. Probabilitas risiko kegagalan metode pohon kejadian tubuh bendungan sebesar 1x10-5 dan  1x10-6, pelimpah sebesar 1x10-10, pengambilan sebesar 1x10-7, dan fondasi sebesar 1x10-8. Annual Probability of Failure sebesar 1,11101x10-5. Probabilitas risiko metode tradisional tubuh bendungan adalah 0,1 dan 0,1, 0,001 pada pelimpah, 0,01 pada pengambilan, dan 0,001 pada fondasi. Kelas risiko kegagalan metode ICOLD adalah tinggi dengan nilai 48. Kata kunci: Penilaian Risiko, Bendungan Gerokgak, Metode Pohon Kejadian (Event Tree), Metode Tradisional, Annual Probability of Failure (APF)    Abstract: Dams can be danger if failure. Beside dam safety inspection, risk assessment is also needed for safety management. In this study, risk assessment use event tree, traditional engineering standard and ICOLD methods. Event tree method has advantage systematically can show dam failure potencies from the beginning event than engineering traditional standard that absolutly based on approach standard. While ICOLD method has adventage to know the dam risk classification. The risk failure probabilities by event tree method are 1x10-5 and 1x10-6 for dam body, 1x10-10 of spillway, 1x10-7 of intake and 1x10-8 of foundation. Annual Probability of Failure is 1,11101x10-5. The risk failure probabilities by traditional engineering standard are 0,1 and 0,1 of dam body, 0,001 of s pillway, 0,01 of intake, and 0,001 of foundation. Dam risk classification by ICOLD method is high risk with value of 48. Keywords: Risk Assessment, Gerokgak Dam, Event Tree Method, Traditional Engineering Standard, Annual Probability of Failure (APF).