{"id":793,"date":"2024-08-01T02:04:57","date_gmt":"2024-07-31T19:04:57","guid":{"rendered":"http:\/\/www.tneutron.net\/sipil\/?p=793"},"modified":"2024-07-31T13:44:51","modified_gmt":"2024-07-31T06:44:51","slug":"designing-irrigation-channels-and-networks","status":"publish","type":"post","link":"https:\/\/www.tneutron.net\/sipil\/designing-irrigation-channels-and-networks\/","title":{"rendered":"Designing Irrigation Channels and Networks"},"content":{"rendered":"

a.<\/strong><\/span> Determine the water level in the tap building<\/strong><\/span>
\n High water levels in the tap building tertiary primary or secondary channel can be calculated by the following equation:<\/span>
\n P = A + a + b + c + d + e + f + g + \uf044h + z<\/strong><\/span>
\n Where:<\/span>
\n P = water level in the primary or secondary channel<\/span>
\n A = altitude wetland<\/span>
\n a = a layer of stagnant water in paddy fields (10 cm)<\/span>
\n b = loss of high-energy disaluran quarter to rice (5 cm)<\/span>
\n c = high loss of energy in the box for the quarter (5 cm)<\/span>
\n d = high energy loss during drainage in irrigation canals<\/span>
\n e = high loss of energy in the box for<\/span>
\n f = high loss of energy in culvert<\/span>
\n g = high loss of energy in the tap building<\/span>
\n \uf044h = variations in water level<\/span>
\n z = high loss of energy in other tertiary buildings<\/span><\/p>\n

b.<\/strong><\/span> Determining the slope of the line in the field,<\/strong><\/span>
\n<\/strong> The slope of the line follows the slope of the land on topographic maps (contour).<\/span> The best way is to plot the elevation at the point of intersection with a line trace the contour lines<\/span>
\n\"image\"<\/a>
\n Figure 17. Determining the slope of the line<\/span><\/p>\n

c.<\/strong><\/span> Determining the slope of the land (Lo)<\/strong><\/span>
\n<\/strong> The slope of each segment of the irrigation area can be determined by persanaan:<\/span>
\n\"image\"<\/a>
\n Where :<\/span>
\n RWLu = High water level required in buildings in the upstream tapping<\/span>
\n RWLd = High water level required in buildings tapping downstream<\/span>
\n \uf044H0 = Total high estimate of loss on the building and the channel<\/span>
\n L = length of segment<\/span><\/p>\n","protected":false},"excerpt":{"rendered":"

a. Determine the water level in the tap building High water levels in the tap building tertiary primary or secondary<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"colormag_page_container_layout":"default_layout","colormag_page_sidebar_layout":"default_layout","footnotes":""},"categories":[1865],"tags":[1308,1314,1310,1312,1317,1316,1313,1309,1315,1311],"class_list":["post-793","post","type-post","status-publish","format-standard","hentry","category-english","tag-irrigation-channels","tag-irrigation-channels-australia","tag-irrigation-channels-design","tag-irrigation-channels-egypt","tag-irrigation-channels-in-india","tag-irrigation-channels-nsw","tag-irrigation-channels-pdf","tag-irrigation-channels-ppt","tag-irrigation-channels-shepparton","tag-irrigation-channels-victoria"],"yoast_head":"\nDesigning Irrigation Channels and Networks - TN Sipil<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.tneutron.net\/sipil\/designing-irrigation-channels-and-networks\/\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:title\" content=\"Designing Irrigation Channels and Networks - TN Sipil\" \/>\n<meta name=\"twitter:description\" content=\"a. 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