{"id":5904,"date":"2018-09-11T10:27:04","date_gmt":"2018-09-11T04:57:04","guid":{"rendered":"https:\/\/www.onlinecivilforum.com\/site\/?p=5904"},"modified":"2022-12-13T11:32:57","modified_gmt":"2022-12-13T06:02:57","slug":"general-design-requirements-for-cross-drainage-work","status":"publish","type":"post","link":"https:\/\/onlinecivilforum.com\/site\/general-design-requirements-for-cross-drainage-work\/","title":{"rendered":"General Design Requirements for Cross Drainage Work"},"content":{"rendered":"<p><strong>General Design Requirements for Cross Drainage Work<\/strong><\/p>\n<ol>\n<li><strong> Data <\/strong><\/li>\n<\/ol>\n<p>For preparing the design of a cross drainage structure, the following specified hydraulic data should be made available.<\/p>\n<p><strong>(a) Canal<\/strong> &#8211; Full supply discharge, Q; Bed width; Full supply depth; Water surface slope; Bed level; Bed slope; Full supply level; Top of bank level; Cross section of canal showing Natural Ground\u00a0 Level;\u00a0 Subsoil water\u00a0 level;\u00a0 and Nature\u00a0 of\u00a0 bed material\u00a0 and\u00a0 value\u00a0 of\u00a0 \u2018n\u2019\u00a0 (rugosity coefficient in Manning\u2019s formula).<\/p>\n<p><strong>(b) Drainage Channel<\/strong>\u00a0 &#8211;\u00a0 Extent\u00a0 and\u00a0 nature\u00a0 of\u00a0 drainage\u00a0 area\u00a0 (catchment\u00a0 area); Maximum annual\u00a0 rainfall\u00a0 and\u00a0 the\u00a0 period\u00a0 (years)\u00a0 of\u00a0 data; Maximum\u00a0 intensity\u00a0 of\u00a0 rainfall\u00a0 with\u00a0 year; Maximum observed\u00a0 flood discharge at\u00a0 the site; Maximum flood\u00a0 level; Water surface slope; Site plan of proposed crossing including contours; Log of borehole or trial pit data; Type of bed\u00a0 load\u00a0 of\u00a0 drainage\u00a0 channel;\u00a0 Longitudinal\u00a0 section\u00a0 of\u00a0 the\u00a0 stream\u00a0 for\u00a0 suitable\u00a0 distance upstream and downstream of\u00a0 the canal depending upon site conditions; Cross section of the drainage channel for a distance 100 m to 300 m upstream and downstream, at intervals of 10 m to 50 m; Waterways provided in road and railway bridges or other hydraulic structures on the\u00a0 drainage \u00a0channel; Springwater\u00a0 level\u00a0 at\u00a0 the crossing\u00a0 site\u00a0 in May\u00a0 and October;\u00a0 and Silt factor.<\/p>\n<ol start=\"2\">\n<li><strong> Design flood <\/strong><\/li>\n<\/ol>\n<p>The design discharge of the drainage should be selected considering various factors such as the size\u00a0of the drainage,\u00a0the size of the canal,\u00a0importance of\u00a0the canal\u00a0and type of\u00a0the cross drainage work. The following are the broad guidelines for estimating the design discharge.<\/p>\n<ol>\n<li>For very\u00a0large cross-drainage\u00a0works where the\u00a0failure of\u00a0the structure may lead to disruption of canal supplies over a long period, the design flood should be taken equal to the 6 standard project flood (S.P.F.).<\/li>\n<li>For moderate type of structures,\u00a0 the waterway is usually determined for\u00a0the flood of 50 years recurrence interval but\u00a0for the foundation and free board,\u00a0the flood of\u00a0 100\u00a0 years recurrence interval is taken.<\/li>\n<li>For small cross-drainage works, the design flood is usually taken as 10 to 25 years flood, and an increased afflux is also considered.<\/li>\n<li>For important structures, an additional margin of safety is usually provided in the design of foundation and freeboard fixation to the take care of unexpected large floods by increasing the design discharge, depending upon the area of catchment.<\/li>\n<li><strong> Waterway <\/strong><\/li>\n<\/ol>\n<p>Waterway\u00a0 for\u00a0 a\u00a0 cross\u00a0 drainage work\u00a0 is\u00a0 fixed\u00a0 from\u00a0 hydraulic\u00a0 and\u00a0 economic\u00a0 considerations with\u00a0 particular\u00a0 reference\u00a0 to:\u00a0 a)\u00a0 design\u00a0 flood,\u00a0 b)\u00a0 topography\u00a0 of\u00a0 the\u00a0 site,\u00a0 c)\u00a0 existing\u00a0 and proposed\u00a0 section\u00a0 and\u00a0 slope\u00a0 of\u00a0 the\u00a0 drainage\u00a0 channel\u00a0 in\u00a0 the\u00a0 vicinity\u00a0 of\u00a0 the\u00a0 crossing,\u00a0 d) permissible\u00a0 afflux,\u00a0 and\u00a0 e)\u00a0 construction\u00a0 and\u00a0 maintenance\u00a0 aspects.\u00a0 In\u00a0 plains,\u00a0 the\u00a0 drainage channels are generally in alluvium and the waterway usually provided in works without rigid floor\u00a0 is about sixty\u00a0 to eighty percent of\u00a0 the perimeter, given by Lacey\u2019s formula\u00a0 Q C P =\u00a0 where C = a coefficient varying from 4.5 to 6.3 according to local conditions, the usual value adopted being 4.8 for regime channel.<\/p>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>General Design Requirements for Cross Drainage Work Data For preparing the design of a cross drainage structure, the following specified hydraulic data should be made available. (a) Canal &#8211; Full supply discharge, Q; Bed width; Full supply depth; Water surface slope; Bed level; Bed slope; Full supply level; Top of bank level; Cross section of &hellip;<\/p>\n","protected":false},"author":2264,"featured_media":5905,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"two_page_speed":[],"footnotes":""},"categories":[26],"tags":[420],"class_list":["post-5904","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-gendral-civil-engineering","tag-cross-drainage-work"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.4 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>General Design Requirements for Cross Drainage Work<\/title>\n<meta name=\"description\" content=\"General Design Requirements for Cross Drainage WorkDataFor preparing the design of a cross drainage structure\" \/>\n<meta name=\"robots\" content=\"index, follow, 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