{"id":28986,"date":"2025-04-14T14:37:06","date_gmt":"2025-04-14T09:07:06","guid":{"rendered":"https:\/\/www.inspirenignite.com\/mh\/314303-hydraulics-syllabus-for-civil-environmental-engineering-4th-sem-k-scheme-msbte-pdf\/"},"modified":"2025-04-14T14:37:06","modified_gmt":"2025-04-14T09:07:06","slug":"314303-hydraulics-syllabus-for-civil-environmental-engineering-4th-sem-k-scheme-msbte-pdf","status":"publish","type":"post","link":"https:\/\/www.inspirenignite.com\/mh\/314303-hydraulics-syllabus-for-civil-environmental-engineering-4th-sem-k-scheme-msbte-pdf\/","title":{"rendered":"314303: Hydraulics Syllabus for Civil & Environmental Engineering 4th Sem K Scheme MSBTE PDF"},"content":{"rendered":"

Hydraulics detailed Syllabus for Civil & Environmental Engineering (LE), K scheme PDF has been taken from the MSBTE<\/a> official website and presented for the diploma students. For Subject Code, Subject Name, Lectures, Tutorial, Practical\/Drawing, Credits, Theory (Max & Min) Marks, Practical (Max & Min) Marks, Total Marks, and other information, do visit full semester subjects post given below. <\/p>\n

For all other MSBTE Civil & Environmental Engineering 4th Sem K Scheme Syllabus PDF, do visit MSBTE Civil & Environmental Engineering 4th Sem K Scheme Syllabus PDF Subjects<\/a>. The detailed Syllabus for hydraulics is as follows.<\/p>\n

Rationale<\/h4>\n

For the complete Syllabus, results, class timetable, and many other features kindly download the iStudy App<\/a>
It is a lightweight, easy to use, no images, and no pdfs platform to make students’s lives easier.<\/b>
\"Get<\/a>.<\/p>\n

Course Outcomes:<\/h4>\n

Students will be able to achieve & demonstrate the following COs on completion of course based learning<\/p>\n

    \n
  1. Interpret the pressure parameters obtained from pressure measuring devices in liquids.<\/li>\n
  2. Determine total hydrostatic pressure and center of pressure for different conditions.<\/li>\n
  3. Calculate relevant parameters for given fluid flow.<\/li>\n
  4. Determine loss of head for flow through pipe in given situation.<\/li>\n
  5. Find the relevant fluid flow parameters in open channels.<\/li>\n<\/ol>\n

    Unit I<\/h4>\n

    Pressure Measurement 1.1\tTechnical terms used: Fluid, Fluid Mechanics, Hydraulics, Hydrostatics, and hydrodynamics-Ideal and Real Fluid, Application of hydraulics in Civil Engineering field. 1.2\tPhysical properties of fluid : Mass Density, Weight Density, Specific Volume, Specific Gravity, Surface Tension of Water, Capillarity of Water, Viscosity, Units of Viscosity, Kinematic Viscosity, Newton’s law of Viscosity. 1.3\tVarious types of pressure: Fluid Pressure, Pressure Head, Pasacl’s Law and its applications, Absolute Pressure, Gauge Pressure, Atmospheric Pressure, Vacuum Pressure. 1.4\tPressure Measuring Devices: Piezometer, Simple U tube Manometer, U Tube Differential Manometer and Inverted U Tube Differential Manometer, Bourdon Tube Pressure Gauge.\n<\/p>\n

    Suggested Learning Pedagogie<\/i>
    \nModel Demonstratio Video Demonstratio Demonstratio Presentations Lecture Using Chalk-Board Hands-on Site\/Industry Case Study\n<\/p>\n

    Unit II<\/h4>\n

    For the complete Syllabus, results, class timetable, and many other features kindly download the iStudy App<\/a>
    It is a lightweight, easy to use, no images, and no pdfs platform to make students’s lives easier.<\/b>
    \"Get<\/a>.<\/p>\n

    Unit III<\/h4>\n

    Hydro kinematics and Hydro dynamics 3.1 Types of Fluid Flow: Steady, unsteady, uniform, non uniform, laminar, turbulent, compressible and incompressible flow, Reynold’s number. 3.2\tDischarge: Definition, Unit, Continuity Equation. 3.3\tEnergies associated with fluid flow: Potential, Kinetic, Pressure Energy and total energy. 3.4\tBernoulli’s Equation: Statement, Assumptions, Equation, Practical applications , Modified Bernoulli’s Theorem.\n<\/p>\n

    Suggested Learning Pedagogie<\/i>
    \nModel Demonstratio Video Demonstratio Demonstratio Presentations Lecture Using Chalk-Board Hands-on\n<\/p>\n

    Unit IV<\/h4>\n

    Flow through Pipes And Pumps 4.1\tMajor head loss in pipe: Frictional loss and its computation by Darcy Weisbach equation. (Simple Numericals on Darcy Weisbach equation) 4.2\tMinor Energy (Head) losses in pipe: Sudden Enlargement, Sudden Contraction, loss of head at entrance of pipe, loss of head at exit of pipe, loss of head due to bend in pipes and fittings. 4.3\tFlow through pipes in series, pipes in parallel and Dupit’s equation for equivalent pipe. 4.4\tHydraulic Gradient Line and Total Energy Line(No Numerical, only representative Diagram). 4.5\tDischarge measuring device for pipe flow: Venturimeter, Construction and working. 4.6\tDischarge measuring for a tank: using Orifice, Hydraulic Coefficients of Orifice. 4.7\tPump: Types of pump :Centrifugal, Reciprocating pumps and Submersible pumps. 4.8\tCentrifugal pump: Component parts and working. 4.9\tTypes of heads :Suction head, delivery head, static head and Manometric head. 4.10\tCompute power requirement of Centrifugal Pump.\n<\/p>\n

    Suggested Learning Pedagogie<\/i>
    \nModel Demonstratio Video Demonstratio Demonstratio Presentations Lecture Using Chalk-Board Hands-on Site\/Industry\n<\/p>\n

    Unit V<\/h4>\n

    For the complete Syllabus, results, class timetable, and many other features kindly download the iStudy App<\/a>
    It is a lightweight, easy to use, no images, and no pdfs platform to make students’s lives easier.<\/b>
    \"Get<\/a>.<\/p>\n

    List of Experiments:<\/h4>\n
      \n
    1. *Computation of physical properties of given fluid (tap water and muddy water). 2\tC<\/li>\n
    2. Computation of physical properties of given liquid (oil and Mercury). 2\tC<\/li>\n
    3. Use of Bourdon Gauge to measure the pressure at a given point. 2\tC<\/li>\n
    4. *Use of U tube differential manometer to measure the pressure difference between two given points. 2\tC<\/li>\n
    5. *Find the resultant pressure and its position for given situation of liquid in a tank. 2\tC<\/li>\n
    6. Use of Reynold’s apparatus to determine type of flow. 2\tC<\/li>\n
    7. *Use of Bernoulli’s apparatus to obtain Total Energy Line for flow in closed conduit of varying cross sections. 2\tC<\/li>\n
    8. *Use of Friction factor Apparatus to determine the friction factor for the given pipe. 2\tC<\/li>\n
    9. *Determination of minor losses in pipe for sudden contraction and sudden enlargement. 2\tC<\/li>\n
    10. Determination of minor losses in pipe fitting such as Bend and Elbow. 2\tC<\/li>\n
    11. *Calibration of Venturimeter to find out the discharge in a pipe. 2\tC<\/li>\n
    12. Calibration of Orifice to find out the discharge through a tank. 2\tC<\/li>\n
    13. *Determination of efficiency of given Centrifugal Pump. 2\tC<\/li>\n
    14. *Use of ‘V’ notch to measure the discharge through open channel. 2\tC<\/li>\n
    15. Use of rectangular notch to measure the discharge through open channel. 2\tC<\/li>\n<\/ol>\n

      Self Learning<\/h4>\n<\/p>\n

      Micro Project<\/i><\/p>\n