{"version":"1.0","provider_name":"iPresas","provider_url":"https:\/\/www.ipresas.com\/en\/","author_name":"ipresas","author_url":"https:\/\/www.ipresas.com\/en\/author\/ipresas\/","title":"Qualitative Risk Analysis of Quebradona and El Buey Dams (Colombia) for EPM \u2013 2021 - iPresas","type":"rich","width":600,"height":338,"html":"<blockquote class=\"wp-embedded-content\" data-secret=\"qgojY6T84s\"><a href=\"https:\/\/www.ipresas.com\/en\/proyecto\/qualitative-risk-analysis-quebradona-buey-epm\/\">Qualitative Risk Analysis of Quebradona and El Buey Dams (Colombia) for EPM \u2013 2021<\/a><\/blockquote><iframe sandbox=\"allow-scripts\" security=\"restricted\" src=\"https:\/\/www.ipresas.com\/en\/proyecto\/qualitative-risk-analysis-quebradona-buey-epm\/embed\/#?secret=qgojY6T84s\" width=\"600\" height=\"338\" title=\"&#8220;Qualitative Risk Analysis of Quebradona and El Buey Dams (Colombia) for EPM \u2013 2021&#8221; &#8212; iPresas\" data-secret=\"qgojY6T84s\" frameborder=\"0\" marginwidth=\"0\" marginheight=\"0\" scrolling=\"no\" class=\"wp-embedded-content\"><\/iframe><script>\n\/*! This file is auto-generated *\/\n!function(d,l){\"use strict\";l.querySelector&&d.addEventListener&&\"undefined\"!=typeof URL&&(d.wp=d.wp||{},d.wp.receiveEmbedMessage||(d.wp.receiveEmbedMessage=function(e){var t=e.data;if((t||t.secret||t.message||t.value)&&!\/[^a-zA-Z0-9]\/.test(t.secret)){for(var s,r,n,a=l.querySelectorAll('iframe[data-secret=\"'+t.secret+'\"]'),o=l.querySelectorAll('blockquote[data-secret=\"'+t.secret+'\"]'),c=new RegExp(\"^https?:$\",\"i\"),i=0;i<o.length;i++)o[i].style.display=\"none\";for(i=0;i<a.length;i++)s=a[i],e.source===s.contentWindow&&(s.removeAttribute(\"style\"),\"height\"===t.message?(1e3<(r=parseInt(t.value,10))?r=1e3:~~r<200&&(r=200),s.height=r):\"link\"===t.message&&(r=new URL(s.getAttribute(\"src\")),n=new URL(t.value),c.test(n.protocol))&&n.host===r.host&&l.activeElement===s&&(d.top.location.href=t.value))}},d.addEventListener(\"message\",d.wp.receiveEmbedMessage,!1),l.addEventListener(\"DOMContentLoaded\",function(){for(var e,t,s=l.querySelectorAll(\"iframe.wp-embedded-content\"),r=0;r<s.length;r++)(t=(e=s[r]).getAttribute(\"data-secret\"))||(t=Math.random().toString(36).substring(2,12),e.src+=\"#?secret=\"+t,e.setAttribute(\"data-secret\",t)),e.contentWindow.postMessage({message:\"ready\",secret:t},\"*\")},!1)))}(window,document);\n\/\/# sourceURL=https:\/\/www.ipresas.com\/wp-includes\/js\/wp-embed.min.js\n<\/script>\n","thumbnail_url":"https:\/\/www.ipresas.com\/wp-content\/uploads\/2026\/08\/presa-buey-quebradona-2.jpg","thumbnail_width":2000,"thumbnail_height":816,"description":"The activities carried out comprised: 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. Analysis of monitoring data from both dams to assess their historical behaviour, including statistical analysis of the data. Visual inspection [&hellip;]"}