{"id":2639,"date":"2021-06-20T03:23:51","date_gmt":"2021-06-20T03:23:51","guid":{"rendered":"https:\/\/www.inspirenignite.com\/kl\/4011-hydraulics-kl-diploma-syllabus-for-civil-4th-sem-2015-revision-sitttr\/"},"modified":"2021-06-20T03:23:51","modified_gmt":"2021-06-20T03:23:51","slug":"4011-hydraulics-kl-diploma-syllabus-for-civil-4th-sem-2015-revision-sitttr","status":"publish","type":"post","link":"https:\/\/www.inspirenignite.com\/kl\/4011-hydraulics-kl-diploma-syllabus-for-civil-4th-sem-2015-revision-sitttr\/","title":{"rendered":"4011: Hydraulics KL Diploma Syllabus for Civil 4th Sem 2015 Revision SITTTR"},"content":{"rendered":"<p align=\"justify\">Hydraulics detailed syllabus for Civil Engineering (Civil) for 2015 revision curriculum has been taken from the <a class=\"rank-math-link\" href=\"http:\/\/www.sitttrkerala.ac.in\/\" style=\"color: inherit\" target=\"_blank\" rel=\"noopener\">SITTTRs<\/a> official website and presented for the Civil students. For course code, course name, number of credits for a course and other scheme related information,  do visit full semester subjects post given below. <\/p>\n<p align=\"justify\">For Civil Engineering 4th Sem scheme and its subjects, do visit <a class=\"rank-math-link\" href=\"..\/civil-engineering-civil-kl-diploma-syllabus-for-4th-sem-2015-revision-sitttr\">Civil 4th Sem 2015 revision scheme<\/a>. The detailed syllabus of hydraulics is as follows. <\/p>\n<p>  <title>Hydraulics<\/title><\/p>\n<h4>Course Outcomes:<\/h4>\n<p id=\"istudy\" style=\"text-align:center\">For the complete syllabus, results, class timetable, and many other features kindly download the <a class=\"rank-math-link\" href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy\" target=\"_blank\" rel=\"noopener\">iStudy App<\/a><br \/><b> It is a lightweight, easy to use, no images, and no pdfs platform to make students&#8217;s lives easier.<\/b><br \/><a class=\"rank-math-link\" href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy&amp;pcampaignid=pcampaignidMKT-Other-global-all-co-prtnr-py-PartBadge-Mar2515-1\" target=\"_blank\" rel=\"noopener\"><img decoding=\"async\" src=\"https:\/\/play.google.com\/intl\/en_us\/badges\/static\/images\/badges\/en_badge_web_generic.png\" alt=\"Get it on Google Play\" style=\"height:65px\"><\/a>.   <\/p>\n<h4>SPECIFIC OUTCOME<\/h4>\n<p align=\"justify\">\n  MODULE-I LIQUID PRESSURE AND ITS MEASUREMENTS<\/p>\n<ol>\n<li>Know the properties of liquids\n<ol type=\"i\">\n<li>Define density, specific weight, specific gravity ,Adhesion, Cohesion, Surface Tension, Capillarity, Compressibility, Dynamic Viscosity, Kinematic Viscosity and vapour Pressure<\/li>\n<\/ol>\n<\/li>\n<li>Understand liquid pressure and its measurements\n<ol type=\"i\">\n<li>Define intensity of pressure and pressure head at a point.<\/li>\n<li>State Pascal&#8217;s law.<\/li>\n<li>Distinguish among atmospheric pressure, gauge pressure and absolute pressure<\/li>\n<li>Calculate absolute pressure<\/li>\n<li>Describe the pressure measuring instruments<\/li>\n<li>Compute the pressure of a flowing liquid given the readings on a peizometer, U-tube and differential manometers<\/li>\n<li>Compute the total pressure and centre of pressure on a horizontal, vertical or inclined surface immersed in liquid<\/li>\n<li>Calculate the pressure on a sluice gate<\/li>\n<\/ol>\n<\/li>\n<li>Apply the general principles of flow of liquid\n<ol type=\"i\">\n<li>Distinguish different types of flow of liquids<\/li>\n<li>State the equation of continuity of flow<\/li>\n<li>Solve the problems using equation of continuity of flow<\/li>\n<li>Identify the energy produced when a liquid is in motion<\/li>\n<li>Define Bernoulli&#8217;s theorem of total energy of liquid in motion<\/li>\n<li>List the assumptions in Bernoulli&#8217;s theorem<\/li>\n<li>Derive Bernoulli&#8217;s theorem of total energy of liquid in motion and State the limitations<\/li>\n<li>Solve the problems on flow through pipes using Bernoulli&#8217;s theorem<\/li>\n<li>Describe the working of pilot tube, orifice meter and ventury meter<\/li>\n<li>Compute the discharge of a flowing liquid using pitot tube, orifice meter and ventury meter<\/li>\n<\/ol>\n<\/li>\n<\/ol>\n<p>  MODULE-II<\/p>\n<ol>\n<li>Apply the principles of orifices &amp; mouthpieces\n<ol type=\"i\">\n<li>Define orifice<\/li>\n<li>Describe the types of orifice<\/li>\n<li>Define vena contracta<\/li>\n<li>Define coefficient of contraction, velocity and discharge<\/li>\n<li>Deduce the relation between Cc, Cv and Cd<\/li>\n<li>Describe the experimental determination of Cc, Cv and Cd<\/li>\n<li>Solve the problems on hydraulic coefficients of small orifice<\/li>\n<li>Define large rectangular orifice, submerged and partially sub merged orifice<\/li>\n<li>Derive the formula for discharge through large rectangular orifice, submerged and partially sub merged orifice<\/li>\n<li>Solve problems on discharge through a large rectangular orifice, submerged and partially submerged orifice<\/li>\n<li>Derive the expression for finding the time for emptying a prismatic tank through an orifice at bottom or in the side<\/li>\n<li>Compute the time of emptying a prismatic tank by an orifice<\/li>\n<li>Differentiate between orifices and mouth pieces<\/li>\n<li>Calculate the discharge through mouthpieces for the given details<\/li>\n<\/ol>\n<\/li>\n<li>Understand the working of common pumps\n<ol type=\"i\">\n<li>Describe the different parts of centrifugal pump and reciprocating pumps<\/li>\n<li>State the use of foot valve and strainer in centrifugal pump<\/li>\n<li>Describe the use of jet, air lift and deep well pumps<\/li>\n<\/ol>\n<\/li>\n<li>Understand the principles of working of water turbines\n<ol type=\"i\">\n<li>State the working of impulse and reaction turbines<\/li>\n<li>Describe with sketches the principle of working of pelton wheel<\/li>\n<li>Describe with sketches the working of Francis and Kaplan turbines<\/li>\n<li>Describe the purpose of draft tube<\/li>\n<\/ol>\n<\/li>\n<\/ol>\n<p>  MODULE-III<\/p>\n<ol>\n<li>Comprehend the flow over different types of notches and weirs\n<ol type=\"i\">\n<li>Distinguish among rectangular, triangular and trapezoidal notches<\/li>\n<li>Derive the formulae for the discharge over rectangular, triangular and trapezoidal notches<\/li>\n<li>Calculate the discharge over the above notches from the given parameters<\/li>\n<li>Differentiates sharp crested and broad crested weirs<\/li>\n<li>Derive the formula for discharge over sharp crested and broad crested weirs<\/li>\n<li>Describe the above formulae with modifications for end contractions and velocity of approach<\/li>\n<li>Determine the discharge over sharp crested and broad crested weirs under given Conditions<\/li>\n<\/ol>\n<\/li>\n<li>Know the general layout and installation of hydro electric plants\n<ol type=\"i\">\n<li>Sketch a typical hydro electric installation<\/li>\n<li>Describe the function of surge tank, penstock, anchor block and tail race<\/li>\n<\/ol>\n<\/li>\n<\/ol>\n<p>  MODULE-IV<\/p>\n<ol>\n<li>Understand the flow through pipes\n<ol type=\"i\">\n<li>Describe major and minor losses of head of water flowing through pipes<\/li>\n<li>Derive Chezy&#8217;s and Darcy&#8217;s formulae for friction loss in pipe flow<\/li>\n<li>Solve problems on pipe flow under friction<\/li>\n<li>Sketch the hydraulic gradient and total energy line under different conditions<\/li>\n<li>Compute the discharge through parallel pipe connected to a reservoir and flow through a siphon pipe under given conditions<\/li>\n<li>Calculate the diameter of nozzle for maximum transmission of power<\/li>\n<li>Differentiate Laminar and turbulent flows<\/li>\n<li>Describe the effect of water hammer<\/li>\n<\/ol>\n<\/li>\n<li>Understand the principles of flow through open channels\n<ol type=\"i\">\n<li>Define the terms wetted perimeter and hydraulic mean depth<\/li>\n<li>Differentiate uniform and non uniform flows<\/li>\n<li>State Chezy&#8217;s formula for uniform flow through open channels<\/li>\n<li>Calculate the value of Chezy&#8217;s constant using Kutter&#8217;s and Manning&#8217;s formula<\/li>\n<li>Compute the velocity and discharge in a channel<\/li>\n<li>Derive the conditions for most economical section of rectangular and trapezoidal channels<\/li>\n<li>Solve the problems on flow through rectangular and trapezoidal channels for given conditions<\/li>\n<\/ol>\n<\/li>\n<\/ol>\n<h4>MODULE &#8211; I<\/h4>\n<p id=\"istudy\" style=\"text-align:center\">For the complete syllabus, results, class timetable, and many other features kindly download the <a class=\"rank-math-link\" href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy\" target=\"_blank\" rel=\"noopener\">iStudy App<\/a><br \/><b> It is a lightweight, easy to use, no images, and no pdfs platform to make students&#8217;s lives easier.<\/b><br \/><a class=\"rank-math-link\" href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy&amp;pcampaignid=pcampaignidMKT-Other-global-all-co-prtnr-py-PartBadge-Mar2515-1\" target=\"_blank\" rel=\"noopener\"><img decoding=\"async\" src=\"https:\/\/play.google.com\/intl\/en_us\/badges\/static\/images\/badges\/en_badge_web_generic.png\" alt=\"Get it on Google Play\" style=\"height:65px\"><\/a>.   <\/p>\n<h4>MODULE-II<\/h4>\n<p align=\"justify\">\n  Flow through Orifices &amp; Mouth pieces-Definition of orifice, types of orifices-(based on size, shape &amp; flow conditions)-definition of vena contracta &#8211; hydraulic coefficients-Cv, Cc, Cd &#8211; experimental determination- problems. Submerged and partially submerged orifices. Large rectangular orificeexpression for discharge- derivation. Time for emptying a prismatic tank through an orifice at bottom or in the side-head loss due to sudden enlargement and sudden contraction at the entrance of pipe from large vessel, at the exit of a pipe line, obstruction in a pipe line derivation of expression for head loss due to enlargement &amp; contraction- problems. Mouth piece-different types-external and internal-cylindrical-formula, discharge through them and problems. Pumps Centrifugal pumps, reciprocating pumps-working principle-description of propeller pumps, jet and air lift pumps, deep well pumps, Diaphragm pumps-description and application. Turbines Classification Impulse and reaction turbines, Pelton wheel, description and working (withoutproblem) Description of reaction turbinesFrancis and Kaplan turbines (without problems) Draft tube- purpose (description only)\n<\/p>\n<h4>MODULE- III<\/h4>\n<p id=\"istudy\" style=\"text-align:center\">For the complete syllabus, results, class timetable, and many other features kindly download the <a class=\"rank-math-link\" href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy\" target=\"_blank\" rel=\"noopener\">iStudy App<\/a><br \/><b> It is a lightweight, easy to use, no images, and no pdfs platform to make students&#8217;s lives easier.<\/b><br \/><a class=\"rank-math-link\" href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy&amp;pcampaignid=pcampaignidMKT-Other-global-all-co-prtnr-py-PartBadge-Mar2515-1\" target=\"_blank\" rel=\"noopener\"><img decoding=\"async\" src=\"https:\/\/play.google.com\/intl\/en_us\/badges\/static\/images\/badges\/en_badge_web_generic.png\" alt=\"Get it on Google Play\" style=\"height:65px\"><\/a>.   <\/p>\n<h4>MODULE-IV<\/h4>\n<p align=\"justify\">\n  Flow through Pipes-Frictional loss in pipes -Chezy&#8217;s and Darcy&#8217;s formulae-Derivation and problems-Hydraulic gradient and total energy line. Water hammer and its effect (description only) . Flow through Channels-Wetted perimeter, Hydraulic mean depth uniform and non-uniform flow-Chezy&#8217;s formula and problems Kutter&#8217;s, Mannings and Basin&#8217;s formula-Most economical section of channel condition for-rectangular and trapezoidal-derivation -problems\n<\/p>\n<h4>Reference Books:<\/h4>\n<p id=\"istudy\" style=\"text-align:center\">For the complete syllabus, results, class timetable, and many other features kindly download the <a class=\"rank-math-link\" href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy\" target=\"_blank\" rel=\"noopener\">iStudy App<\/a><br \/><b> It is a lightweight, easy to use, no images, and no pdfs platform to make students&#8217;s lives easier.<\/b><br \/><a class=\"rank-math-link\" href=\"https:\/\/play.google.com\/store\/apps\/details?id=ini.istudy&amp;pcampaignid=pcampaignidMKT-Other-global-all-co-prtnr-py-PartBadge-Mar2515-1\" target=\"_blank\" rel=\"noopener\"><img decoding=\"async\" src=\"https:\/\/play.google.com\/intl\/en_us\/badges\/static\/images\/badges\/en_badge_web_generic.png\" alt=\"Get it on Google Play\" style=\"height:65px\"><\/a>. <\/p>\n<p align=\"justify\">For detailed syllabus of all other subjects of Civil Engineering, 2015 revision curriculum do visit <a class=\"rank-math-link\" href=\"..\/category\/civil+4th-sem\">Civil 4th Sem subject syllabuses for 2015 revision<\/a>. <\/p>\n<p align=\"justify\">To see the syllabus of all other branches of diploma 2015 revision curriculum do visit <a class=\"rank-math-link\" href=\"https:\/\/www.inspirenignite.com\/kl\/kerala-diploma-syllabus\/\">all branches of SITTTR diploma 2015 revision<\/a>. <\/p>\n","protected":false},"excerpt":{"rendered":"<p>Hydraulics detailed syllabus for Civil Engineering (Civil) for 2015 revision curriculum has been taken from the SITTTRs official website and presented for the Civil students. For course code, course name, [&hellip;]<\/p>\n","protected":false},"author":2462,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_bbp_topic_count":0,"_bbp_reply_count":0,"_bbp_total_topic_count":0,"_bbp_total_reply_count":0,"_bbp_voice_count":0,"_bbp_anonymous_reply_count":0,"_bbp_topic_count_hidden":0,"_bbp_reply_count_hidden":0,"_bbp_forum_subforum_count":0,"footnotes":""},"categories":[35,44],"tags":[],"class_list":["post-2639","post","type-post","status-publish","format-standard","hentry","category-4th-sem","category-civil"],"_links":{"self":[{"href":"https:\/\/www.inspirenignite.com\/kl\/wp-json\/wp\/v2\/posts\/2639","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.inspirenignite.com\/kl\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.inspirenignite.com\/kl\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.inspirenignite.com\/kl\/wp-json\/wp\/v2\/users\/2462"}],"replies":[{"embeddable":true,"href":"https:\/\/www.inspirenignite.com\/kl\/wp-json\/wp\/v2\/comments?post=2639"}],"version-history":[{"count":0,"href":"https:\/\/www.inspirenignite.com\/kl\/wp-json\/wp\/v2\/posts\/2639\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.inspirenignite.com\/kl\/wp-json\/wp\/v2\/media?parent=2639"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.inspirenignite.com\/kl\/wp-json\/wp\/v2\/categories?post=2639"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.inspirenignite.com\/kl\/wp-json\/wp\/v2\/tags?post=2639"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}