{"version":"1.0","provider_name":"BREEAM Infrastructure for prosjekter","provider_url":"http:\/\/breeam-infrastructure.byggalliansen.no\/v6","author_name":"elisechristensen","author_url":"http:\/\/breeam-infrastructure.byggalliansen.no\/v6\/blog\/author\/elisechristensen\/","title":"Lokal overvannsdisponering (2.2.7) - BREEAM Infrastructure for prosjekter","type":"rich","width":600,"height":338,"html":"<blockquote class=\"wp-embedded-content\" data-secret=\"AAqbgPIkMd\"><a href=\"http:\/\/breeam-infrastructure.byggalliansen.no\/v6\/veiledninger\/lokal-overvannsdisponering-2-2-7\/\">Lokal overvannsdisponering (2.2.7)<\/a><\/blockquote><iframe sandbox=\"allow-scripts\" security=\"restricted\" src=\"http:\/\/breeam-infrastructure.byggalliansen.no\/v6\/veiledninger\/lokal-overvannsdisponering-2-2-7\/embed\/#?secret=AAqbgPIkMd\" width=\"600\" height=\"338\" title=\"&laquo;Lokal overvannsdisponering (2.2.7)&raquo; &#8212; BREEAM Infrastructure for prosjekter\" data-secret=\"AAqbgPIkMd\" frameborder=\"0\" marginwidth=\"0\" marginheight=\"0\" scrolling=\"no\" class=\"wp-embedded-content\"><\/iframe><script type=\"text\/javascript\">\n\/* <![CDATA[ *\/\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\/* ]]> *\/\n<\/script>\n","description":"Beregningene skal bygge p\u00e5 sannsynligheten for at det inntreffer en 30-\u00e5rshendelse. Med naturbasert overvannsh\u00e5ndtering f\u00f8lger en rekke fordeler med hensyn til flomfare, vannkvalitet og tilgjengelige vannressurser. Mange slike systemer reduserer vannstr\u00f8mmen og fanger opp vannet. Bruken av naturbasert overvannsh\u00e5ndtering omtales under 2.2.3 og\u00a02.2.6. Dette kriteriet omhandler spesifikt hvordan avrenning av overflatevann h\u00e5ndteres gjennom infiltrasjon. Slik [&hellip;]"}