{"id":1742,"date":"2023-11-27T12:07:25","date_gmt":"2023-11-27T09:07:25","guid":{"rendered":"https:\/\/nor-ijournal.com\/?p=1742"},"modified":"2023-12-06T17:59:54","modified_gmt":"2023-12-06T14:59:54","slug":"121-7","status":"publish","type":"post","link":"https:\/\/nor-ijournal.com\/ru\/2023\/11\/27\/121-7\/","title":{"rendered":"Hasanov A., Guliyeva S., Hasanova T. &#8211; FILTRATION LOSSES FROM CHANNELS AND STREAM BEDS OF THE IRRIGATION SYSTEM"},"content":{"rendered":"<div data-elementor-type=\"wp-post\" data-elementor-id=\"1742\" class=\"elementor elementor-1742\" data-elementor-settings=\"{&quot;ha_cmc_init_switcher&quot;:&quot;no&quot;}\">\n\t\t\t\t<div class=\"has_eae_slider elementor-element elementor-element-174423c e-flex e-con-boxed jltma-glass-effect-no wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-column-slider-no wpr-equal-height-no e-con e-parent\" data-eae-slider=\"9190\" data-id=\"174423c\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;_ha_eqh_enable&quot;:false}\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t<div class=\"has_eae_slider elementor-element elementor-element-e289846 e-con-full e-flex jltma-glass-effect-no wpr-particle-no wpr-jarallax-no wpr-parallax-no wpr-sticky-section-no wpr-column-slider-no wpr-equal-height-no e-con e-child\" data-eae-slider=\"72416\" data-id=\"e289846\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;_ha_eqh_enable&quot;:false}\">\n\t\t\t\t<div class=\"elementor-element elementor-element-b5a0a35 jltma-glass-effect-no exad-sticky-section-no exad-glass-effect-no elementor-widget elementor-widget-heading\" data-id=\"b5a0a35\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">FILTRATION LOSSES FROM CHANNELS AND STREAM BEDS OF THE IRRIGATION SYSTEM<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-863f119 jltma-glass-effect-no exad-sticky-section-no exad-glass-effect-no elementor-widget elementor-widget-text-editor\" data-id=\"863f119\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p style=\"text-align: right;\"><strong>Hasanov A.<br \/><\/strong><em>Doctor of Engineering, professor<br \/><\/em><em>Head of the Laboratory of Computer modeling of dynamic systems<br \/><\/em><em>Institute of Control Systems of the Ministry of Science <\/em><em>and Education of the Republic of Azerbaijan<br \/><\/em><em>https:\/\/orcid.org\/0000-0001-6612-7061<\/em><\/p><p style=\"text-align: right;\"><strong>Guliyeva S.<br \/><\/strong><em>Doctor of Philosophy in Mathematics<br \/><\/em><em>Head of Education Department<br \/><\/em><em>Institute of Control Systems of the Ministry of Science <\/em><em>and Education of the Republic of Azerbaijan<br \/><\/em><em>https:\/\/orcid.org\/0000-0002-4951-2926<\/em><\/p><p style=\"text-align: right;\"><strong>Hasanova T.<br \/><\/strong><em>Doctoral student of Institute of Information Technology of the <\/em><em>Ministry of Science and Education of the Republic of Azerbaijan<br \/><\/em><em>https:\/\/orcid.org\/0009-0004-1106-9418<\/em><\/p><p><strong>Abstract<\/strong><br \/>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 (precipitation, evaporation, etc.), the problems of filtration without backwater (in homogeneous and inhomogeneous 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&#8217;s law (linear filtration). Capillary uplift and inertial forces are not taken into account. It is also assumed that infiltration and evaporation are absent (evaporation can be considered as negative infiltration).<\/p><p><strong>Keywords:\u00a0 <\/strong>filtration from channels, heterogeneous soil, arbitrary cross section<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-206ce67 jltma-glass-effect-no exad-sticky-section-no exad-glass-effect-no elementor-widget elementor-widget-pdfjs_viewer\" data-id=\"206ce67\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"pdfjs_viewer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<iframe data-src=\"https:\/\/nor-ijournal.com\/wp-content\/plugins\/pdf-viewer-for-elementor\/assets\/pdfjs\/web\/viewer.html?file=https:\/\/nor-ijournal.com\/wp-content\/uploads\/2023\/12\/NJD_121-41-44.pdf&amp;embedded=true\" style=\"display: block; margin-left: auto; margin-right: auto; width: 770px; height: 1045px;\" frameborder=\"1\" marginheight=\"0px\" 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student of Institute of Information Technology of the Ministry of Science and Education of the Republic of Azerbaijanhttps:\/\/orcid.org\/0009-0004-1106-9418 AbstractThe 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 (precipitation, evaporation, etc.), the problems of filtration without backwater (in homogeneous and inhomogeneous 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&#8217;s law (linear filtration). Capillary uplift and inertial forces are not taken into account. It is also assumed that infiltration and evaporation are absent (evaporation can be considered as negative infiltration). Keywords:\u00a0 filtration from channels, heterogeneous soil, arbitrary cross section Download article Download certificate Download full issue https:\/\/doi.org\/10.5281\/zenodo.10246662 https:\/\/scholar.google.com\/citations?view_op=view_citation&#038;hl=ru&#038;user=8HVJjYUAAAAJ&#038;sortby=pubdate&#038;authuser=3&#038;citation_for_view=8HVJjYUAAAAJ:eb1hsBXB1ukC<\/p>","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[51],"tags":[34],"class_list":["post-1742","post","type-post","status-publish","format-standard","hentry","category-51","tag-mats"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.3 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Hasanov A., Guliyeva S., Hasanova T. - FILTRATION LOSSES FROM CHANNELS AND STREAM BEDS OF THE IRRIGATION SYSTEM<\/title>\n<meta name=\"description\" content=\"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&#039;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).\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/nor-ijournal.com\/ru\/2023\/11\/27\/121-7\/\" \/>\n<meta property=\"og:locale\" content=\"ru_RU\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Hasanov A., Guliyeva S., Hasanova T. - FILTRATION LOSSES FROM CHANNELS AND STREAM BEDS OF THE IRRIGATION SYSTEM\" \/>\n<meta property=\"og:description\" content=\"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&#039;s law (line-ar filtration). Capillary uplift and inertial forces are not taken into account. 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