{"id":28038,"date":"2019-12-12T09:41:00","date_gmt":"2019-12-12T08:41:00","guid":{"rendered":"https:\/\/www.ipresas.com\/?post_type=proyecto&#038;p=28038"},"modified":"2026-08-12T09:45:48","modified_gmt":"2026-08-12T07:45:48","slug":"qualitative-risk-analysis-four-dams-epm","status":"publish","type":"proyecto","link":"https:\/\/www.ipresas.com\/en\/proyecto\/qualitative-risk-analysis-four-dams-epm\/","title":{"rendered":"Qualitative Risk Analysis of Four Dams for EPM (Colombia) \u2013 2019"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-post\" data-elementor-id=\"28038\" class=\"elementor elementor-28038 elementor-28030\" data-elementor-post-type=\"proyecto\">\n\t\t\t\t<div class=\"elementor-element elementor-element-e69bad8 e-ecs-flex e-flex e-con-boxed e-con e-parent\" data-id=\"e69bad8\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;ecs_container_type&quot;:&quot;flex&quot;}\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-39e9752 elementor-widget elementor-widget-text-editor\" data-id=\"39e9752\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<p class=\"isSelectedEnd\">The scope of the work comprised a qualitative risk analysis of four EPM dams: Porce II, a 122 m high composite dam; Porce III, a 151 m high rockfill dam; Santa Rita, a 59.5 m high embankment dam; and Playas, a 65 m high embankment dam. The analysis included a Failure Mode Identification process for these infrastructures.<\/p><p class=\"isSelectedEnd\"><strong>Activities carried out:<\/strong><\/p><p class=\"isSelectedEnd\">\u2022 Review of historical information on the performance of the structures, including design and construction reports, instrumentation reports, inspection reports, structural analyses, hydrological and hydraulic studies, repairs and Emergency Action Plans.<\/p><p class=\"isSelectedEnd\">\u2022 Visual inspection of Porce II, Porce III, Santa Rita and Playas dams and their associated civil works, accompanied by the EPM engineers responsible for these structures.<\/p><p class=\"isSelectedEnd\">\u2022 For Porce II, Porce III and Santa Rita dams, delivery of baseline Workshops to identify potential failure modes, involving EPM\u2019s dam safety team and international experts.<\/p><p class=\"isSelectedEnd\">\u2022 Compilation of the experts\u2019 conclusions arising from the inspections and review of the available information, together with the preparation of dam safety recommendations agreed with EPM.<\/p><p class=\"isSelectedEnd\">\u2022 Preparation of an individual report for each dam.<\/p><p class=\"isSelectedEnd\">\u2022 Review of the available information and the failure modes identified for Playas Dam, completing the preliminary Failure Mode Identification study previously undertaken by EPM and harmonising the qualitative risk analysis criteria.<\/p><p class=\"isSelectedEnd\">\u2022 Compilation and prioritisation of all recommendations arising from the Failure Mode Identification process in an overall report on the work undertaken.<\/p><p>\u2022 Preparation of general recommendations for continuing with the quantitative risk analysis of the dams, with Failure Mode Identification serving as the starting point for developing a risk-informed dam safety programme.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>The scope of the work comprised a qualitative risk analysis of four EPM dams: Porce II, a 122 m high composite dam; Porce III, a 151 m high rockfill dam; Santa Rita, a 59.5 m high embankment dam; and Playas, a 65 m high embankment dam. The analysis included a Failure Mode Identification process for [&hellip;]<\/p>\n","protected":false},"featured_media":28032,"template":"","format":"standard","localizacion_proyectos":[83],"tipos_proyectos":[73],"class_list":["post-28038","proyecto","type-proyecto","status-publish","format-standard","has-post-thumbnail","hentry","localizacion_proyectos-colombia-en","tipos_proyectos-risk-analysis"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.1 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Qualitative Risk Analysis of Four Dams for EPM (Colombia) \u2013 2019 - iPresas<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.ipresas.com\/en\/proyecto\/qualitative-risk-analysis-four-dams-epm\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Qualitative Risk Analysis of Four Dams for EPM (Colombia) \u2013 2019 - iPresas\" \/>\n<meta property=\"og:description\" content=\"The scope of the work comprised a qualitative risk analysis of four EPM dams: Porce II, a 122 m high composite dam; Porce III, a 151 m high rockfill dam; Santa Rita, a 59.5 m high embankment dam; and Playas, a 65 m high embankment dam. 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