{"id":20689,"date":"2025-07-24T15:29:37","date_gmt":"2025-07-24T09:59:37","guid":{"rendered":"https:\/\/eng.pdn.ac.lk\/civileng\/?page_id=20689"},"modified":"2025-07-24T15:35:55","modified_gmt":"2025-07-24T10:05:55","slug":"ce305","status":"publish","type":"page","link":"https:\/\/eng.pdn.ac.lk\/civileng\/ce305\/","title":{"rendered":"CE305"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"20689\" class=\"elementor elementor-20689\" data-elementor-post-type=\"page\">\n\t\t\t\t<div class=\"elementor-element elementor-element-48c8b45 e-flex e-con-boxed e-con e-parent\" data-id=\"48c8b45\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-2a14184 thim-ekits-heading-text-center elementor-widget__width-inherit elementor-widget thim-ekits-heading elementor-widget-thim-heading\" data-id=\"2a14184\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"thim-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"sc_heading text-center\"><h2 class=\"title\">Hydraulics - CE305 <\/h2><span class=\"line\"><\/span><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-96ad47f e-flex e-con-boxed e-con e-parent\" data-id=\"96ad47f\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-f6ff9a9 elementor-widget elementor-widget-text-editor\" data-id=\"f6ff9a9\" 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>Credits : 3<\/p>\n<p>Prerequisites : &#8211;<\/p>\n<p>Compulsory\/Optional : Compulsory<\/p>\n<table>\n<thead style=\"text-align: center; background-color: #343a40;\">\n<tr style=\"color: rgba(255,255,255,0.85);\">\n<th style=\"text-align: left;\">Aim(s)<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td><span style=\"color: #212529; font-family: -apple-system, BlinkMacSystemFont, 'Segoe UI', Roboto, 'Helvetica Neue', Arial, sans-serif, 'Apple Color Emoji', 'Segoe UI Emoji', 'Segoe UI Symbol'; font-size: 16px;\">To provide knowledge on analysis of open channel flows, transient pipe flows and boundary layer flows with their applications in practice.<\/span><\/td>\n<\/tr>\n<\/tbody>\n<thead style=\"text-align: center; background-color: #343a40;\">\n<tr style=\"color: rgba(255,255,255,0.85);\">\n<th style=\"text-align: left;\">Intended Learning Outcomes<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>\n<p><span style=\"color: rgb(33, 37, 41); font-family: -apple-system, BlinkMacSystemFont, &quot;Segoe UI&quot;, Roboto, &quot;Helvetica Neue&quot;, Arial, sans-serif, &quot;Apple Color Emoji&quot;, &quot;Segoe UI Emoji&quot;, &quot;Segoe UI Symbol&quot;; font-size: 16px;\">On successful completion of the course, the students should be able to;<\/span><\/p>\n<p style=\"margin-bottom: 1rem; color: rgb(33, 37, 41); font-family: -apple-system, BlinkMacSystemFont, &quot;Segoe UI&quot;, Roboto, &quot;Helvetica Neue&quot;, Arial, sans-serif, &quot;Apple Color Emoji&quot;, &quot;Segoe UI Emoji&quot;, &quot;Segoe UI Symbol&quot;; font-size: 16px;\">\n<\/p><ol style=\"margin-bottom: 1rem; color: rgb(33, 37, 41); font-family: -apple-system, BlinkMacSystemFont, &quot;Segoe UI&quot;, Roboto, &quot;Helvetica Neue&quot;, Arial, sans-serif, &quot;Apple Color Emoji&quot;, &quot;Segoe UI Emoji&quot;, &quot;Segoe UI Symbol&quot;; font-size: 16px;\">\n<li>Solve simple viscous fluid flows using Navier-Stokes equations, explain approach to solve turbulent boundary layers flows and estimate drag forces.<\/li>\n<li>Compute transient pressure fluctuations in pipelines (water hammer), mass oscillations in surge tanks caused by sudden changes of discharges and to introduce appropriate surge control devices.<\/li>\n<li>Apply mathematical principles for the analysis of steady, non-uniform flows in open channels using energy and momentum considerations and to analyse flow profiles for steady, non-uniform open channel flows.<\/li>\n<li>Analysis and design unlined channels on erodible beds.<\/li>\n<li>Apply simple computational models for free surface flow computations.<\/li>\n<\/ol>\n<ol style=\"margin-bottom: 1rem; color: #212529; font-family: -apple-system, BlinkMacSystemFont, 'Segoe UI', Roboto, 'Helvetica Neue', Arial, sans-serif, 'Apple Color Emoji', 'Segoe UI Emoji', 'Segoe UI Symbol'; font-size: 16px; background-color: rgba(0, 0, 0, 0.075);\">\n<\/ol>\n<\/td>\n<\/tr>\n<\/tbody>\n<thead style=\"text-align: center; background-color: #343a40;\">\n<tr style=\"color: rgba(255,255,255,0.85);\">\n<th style=\"text-align: left;\">Course content\/Course description<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>\n<ol>\n<li><a style=\"color: inherit; transition-duration: 0.2s; transition-timing-function: linear; transition-property: all; font-weight: bold;\">Viscous flow :<\/a>&nbsp;Navier-Stokes equation; some solutions; flow past solid boundaries; boundary and turbulent boundary layers, flow separation, drag, Reynolds-averaged Navier-Stokes equation<\/li>\n<li><a style=\"color: inherit; transition-duration: 0.2s; transition-timing-function: linear; transition-property: all; font-weight: bold;\">Hydraulic transients in pipes :&nbsp;<\/a>Governing equations of unsteady flow, rigid column theory, mass oscillation in surge tanks, elastic theory, water hammer, cavitation, Surge control<\/li>\n<li><a style=\"color: inherit; transition-duration: 0.2s; transition-timing-function: linear; transition-property: all; font-weight: bold;\">Frictionless flow in open channel :<\/a>&nbsp;Specific energy and flow force hydraulic jump, flow transients, flow measurements<\/li>\n<li><a style=\"color: inherit; transition-duration: 0.2s; transition-timing-function: linear; transition-property: all; font-weight: bold;\">Resistance in open channel flow :<\/a>&nbsp;Uniform flow; Chezy\u2019s equation, Manning\u2019s equation, gradually varied flow, flow profiles<\/li>\n<li><a style=\"color: inherit; transition-duration: 0.2s; transition-timing-function: linear; transition-property: all; font-weight: bold;\">Sediment transport in open channels :<\/a>&nbsp;Initiation of sediment motion, stable channel design, transport formulae, erosion and deposition<\/li>\n<li><a style=\"color: inherit; transition-duration: 0.2s; transition-timing-function: linear; transition-property: all; font-weight: bold;\">Free surface flow computations :<\/a>&nbsp;Unsteady flows, Saint Venant equation, numerical modeling concepts, introduction to software applications<\/li>\n<\/ol>\n<\/td>\n<\/tr>\n<\/tbody>\n<thead style=\"text-align: center; background-color: #343a40;\">\n<tr style=\"color: rgba(255,255,255,0.85);\">\n<th style=\"text-align: left;\">Recommended Texts<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>\n<ol>\n<li>Henderson, FM 1966, Open Channel Flow, MacMillan Publishing Co INC, New York.<\/li>\n<li>French, RH 1986, Open Channel Hydraulics, McGraw Hill, New York.<\/li>\n<li>White, FM 1994, Fluid Mechanics, McGraw Hill, New York.<\/li>\n<li>Massey, BS 1994, Mechanics of Fluids, Taylor&amp; Francis, London and New York.<\/li>\n<li>Douglas, FM, Gasoriek, JM, Swaffield, JA &amp; Jack, LB 2011, Fluid Mechanics, 6th edn, Prentice Hall.<\/li>\n<\/ol>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<div>\n<table>\n<thead style=\"text-align: center; background-color: #343a40;\">\n<tr style=\"color: rgba(255,255,255,0.85);\">\n<th width=\"30%\">Time Allocation<\/th>\n<th width=\"10%\">Hours<\/th>\n<\/tr>\n<\/thead>\n<tbody style=\"text-align: center;\">\n<tr>\n<td style=\"text-align: left;\">Lectures<\/td>\n<td>37<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: left;\">Tutorials<\/td>\n<td>6<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: left;\">Practical<\/td>\n<td>&#8211;<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: left;\">Assignments<\/td>\n<td>4<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<div>&nbsp;<\/div>\n<div>\n<table>\n<thead style=\"text-align: center; background-color: #343a40;\">\n<tr style=\"color: rgba(255,255,255,0.85);\">\n<th width=\"30%\">Assessment<\/th>\n<th width=\"10%\">Percentage Marks<\/th>\n<\/tr>\n<\/thead>\n<tbody style=\"text-align: center;\">\n<tr>\n<td style=\"text-align: left;\">In-course<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: left;\"><span style=\"color: rgb(33, 37, 41); font-family: -apple-system, BlinkMacSystemFont, &quot;Segoe UI&quot;, Roboto, &quot;Helvetica Neue&quot;, Arial, sans-serif, &quot;Apple Color Emoji&quot;, &quot;Segoe UI Emoji&quot;, &quot;Segoe UI Symbol&quot;; font-size: 16px;\">Tutorials\/Assignments\/Course Work\/Quizzes<\/span><\/td>\n<td>30<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: left;\">Mid Semester Examination<\/td>\n<td>20<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: left;\"><strong>End-semester<\/strong><\/td>\n<td>50<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Hydraulics &#8211; CE305 Credits : 3 Prerequisites : &#8211; Compulsory\/Optional : Compulsory Aim(s) To provide knowledge on analysis of open channel flows, transient pipe flows and boundary layer flows with their applications in practice. Intended Learning Outcomes On successful completion &hellip; <\/p>\n","protected":false},"author":3,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-20689","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/pages\/20689","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/comments?post=20689"}],"version-history":[{"count":0,"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/pages\/20689\/revisions"}],"wp:attachment":[{"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/media?parent=20689"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}