CE2253/CE6403 Applied Hydraulics Engineering Hand written Lecture Notes - Kavi Edition

  • 6August
  • 2015
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    Applied Hydraulic Engineering Premium Lecture Notes Prepared by Kavi. Specially for Civil Engineering. Syllabus Covered based on Anna University B.E Civil Engineering.Regulation 2013.

    CONTENT:

    UNIT-1 (Pages:56)
    OPEN CHANNEL FLOW
    UNIT-2 (Pages:45)
    UNIFORM FLOW
    UNIT-3 (Pages:23)
    GRADUALLY VARIED FLOW

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    UNIT-1
    OPEN CHANNEL FLOW
    Types of flow
    1. Steady flow and unsteady flow
    2. Uniform flow and non- uniform flow
    3. Laminar flow and turbulent flow
    4. Sub – critical, critical and super critical flow
    Non –uniform flow
    1. Rapidly varied flow
    2. Gradually varied flow
    Discharge through open channel by chezy’s formula
    Problems
    Regimes of flow
    Types
    1. Sub critical laminar
    2. Super critical flow
    3. Sub critical turbulent
    4. Super critical turbulent
    Velocity distribution in an open channel
    Specific energy and specific energy curve specific energy
    Specific energy curve
    Critical depth
    Minimum specific energy in terms of critical depth
    Critical velocity
    Critical flow
    Alternate depth
    1. Greater than the critical depth
    2. Smaller than the critical depth
    Problems
    Condition for maximum discharge for circular channel
    Most economical for triangular section

    UNIT-2
    UNIFORM FLOW
    Empirical formula for the value of the chezy’s constant
    1. Bazin formula
    2. Hanning formula
    Problems
    Important questions
    Important formula
    Most economical trapezoidal section of the channel
    Most economical circular channel section
    UNIT-3
    GRADUALLY VARIED FLOW
    Dynamic equation of gradually varied flow
    Problems
    Draw down and back water curves
    Expression for the length of the back water curve
    Problems
    Surges in channel
    problems

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