{"version":"1.0","provider_name":"Geography and Natural Resources","provider_url":"https:\/\/journal.geonatres.az\/en","author_name":"Sarkhan Jafarov","author_url":"https:\/\/journal.geonatres.az\/en\/author\/emil\/","title":"CALCULATION OF MAXIMUM WATER DISCHARGES OF SMALL RIVERS OF AZERBAIJAN - Geography and Natural Resources","type":"rich","width":600,"height":338,"html":"<blockquote class=\"wp-embedded-content\" data-secret=\"g5BHSbjMRZ\"><a href=\"https:\/\/journal.geonatres.az\/en\/azerbaycanin-kicik-caylarinin-maksimal-su-serflerinin-hesablanmasi\/\">CALCULATION OF MAXIMUM WATER DISCHARGES OF SMALL RIVERS OF AZERBAIJAN<\/a><\/blockquote><iframe sandbox=\"allow-scripts\" security=\"restricted\" src=\"https:\/\/journal.geonatres.az\/en\/azerbaycanin-kicik-caylarinin-maksimal-su-serflerinin-hesablanmasi\/embed\/#?secret=g5BHSbjMRZ\" width=\"600\" height=\"338\" title=\"&#8220;CALCULATION OF MAXIMUM WATER DISCHARGES OF SMALL RIVERS OF AZERBAIJAN&#8221; &#8212; Geography and Natural Resources\" data-secret=\"g5BHSbjMRZ\" 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:\/\/journal.geonatres.az\/wp-includes\/js\/wp-embed.min.js\n<\/script>\n","description":"F.\u0410. Imanov, A.R. Maharramova fardaimanov@bsu.edu.az DOI: 10.59423\/gnr.2024.30.93.001 Annotation. The article gives a brief overview of methods for calculating the maximum water discharges of rain floods for ungaged rivers. For 19 rivers, calculations of maximum water discharges were made using the limiting intensity formula and the rational formula, which are used respectively in Azerbaijan and foreign [&hellip;]","thumbnail_url":"https:\/\/journal.geonatres.az\/wp-content\/uploads\/2026\/03\/ChatGPT-Image-27-\u043c\u0430\u0440.-2026-\u0433.-01_39_18.png","thumbnail_width":1536,"thumbnail_height":1024}