{"version":"1.0","provider_name":"Ingeoexpert EN","provider_url":"https:\/\/ingeoexpert.com\/en","author_name":"Ingeoexpert","author_url":"https:\/\/ingeoexpert.com\/en\/author\/expert\/","title":"Advanced Hydraulic Modeling Using HEC-RAS 2-D: Floodplain Mapping, Dam Break Analysis, and Sediment Transport - Ingeoexpert EN","type":"rich","width":600,"height":338,"html":"<blockquote class=\"wp-embedded-content\" data-secret=\"GaGJLSf0bS\"><a href=\"https:\/\/ingeoexpert.com\/en\/courses-online\/advanced-hydraulic-modeling-hec-ras-2d\/\">Advanced Hydraulic Modeling Using HEC-RAS 2-D: Floodplain Mapping, Dam Break Analysis, and Sediment Transport<\/a><\/blockquote><iframe sandbox=\"allow-scripts\" security=\"restricted\" src=\"https:\/\/ingeoexpert.com\/en\/courses-online\/advanced-hydraulic-modeling-hec-ras-2d\/embed\/#?secret=GaGJLSf0bS\" width=\"600\" height=\"338\" title=\"&#8220;Advanced Hydraulic Modeling Using HEC-RAS 2-D: Floodplain Mapping, Dam Break Analysis, and Sediment Transport&#8221; &#8212; Ingeoexpert EN\" data-secret=\"GaGJLSf0bS\" 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:\/\/ingeoexpert.com\/en\/wp-includes\/js\/wp-embed.min.js\n<\/script>\n","thumbnail_url":"https:\/\/ingeoexpert.com\/en\/wp-content\/uploads\/sites\/2\/2023\/03\/hecras-800x535.png","thumbnail_width":800,"thumbnail_height":535,"description":"Introduction HEC-RAS 2-D is a two-dimensional hydraulic modeling software developed by the Hydrologic Engineering Center (HEC) of the United States Army Corps of Engineers. The software is used for simulating flow and water surface elevation in river and floodplain systems. HEC-RAS 2-D uses a finite-volume numerical method to solve the Saint-Venant equations, which govern the [&hellip;]"}