{"version":"1.0","provider_name":"NJD-iscience","provider_url":"https:\/\/nor-ijournal.com\/ru","author_name":"NJD-iScience","author_url":"https:\/\/nor-ijournal.com\/ru\/author\/ad432mdfin45\/","title":"Hasanov A., Guliyeva S., Hasanova T. - FILTRATION LOSSES FROM CHANNELS AND STREAM BEDS OF THE IRRIGATION SYSTEM","type":"rich","width":600,"height":338,"html":"<blockquote class=\"wp-embedded-content\" data-secret=\"awu4Ck1GC1\"><a href=\"https:\/\/nor-ijournal.com\/ru\/2023\/11\/27\/121-7\/\">Hasanov A., Guliyeva S., Hasanova T. &#8211; FILTRATION LOSSES FROM CHANNELS AND STREAM BEDS OF THE IRRIGATION SYSTEM<\/a><\/blockquote><iframe sandbox=\"allow-scripts\" security=\"restricted\" src=\"https:\/\/nor-ijournal.com\/ru\/2023\/11\/27\/121-7\/embed\/#?secret=awu4Ck1GC1\" width=\"600\" height=\"338\" title=\"\u00abHasanov A., Guliyeva S., Hasanova T. &#8211; FILTRATION LOSSES FROM CHANNELS AND STREAM BEDS OF THE IRRIGATION SYSTEM\u00bb &#8212; NJD-iscience\" data-secret=\"awu4Ck1GC1\" 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:\/\/nor-ijournal.com\/wp-includes\/js\/wp-embed.min.js\n<\/script>","description":"The solution of problems of filtration from channels and stream beds is considered. Depending on the geological structure of the soils in which filtration occurs, and other natural conditions (precipita-tion, evaporation, etc.), the problems of filtration without backwater (in homogeneous and inhomoge-neous soil) from non-colmated channels and stream beds of arbitrary cross section are considered. It is assumed that the fluid is incompressible, its motion in the ground is steady and obeys Darcy's law (line-ar filtration). Capillary uplift and inertial forces are not taken into account. It is also assumed that infil-tration and evaporation are absent (evaporation can be considered as negative infiltration).","thumbnail_url":"https:\/\/nor-ijournal.com\/wp-content\/uploads\/2023\/11\/NJD_121-723x1024.jpg"}