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The chapter explores the principles of open channel flow, emphasizing the concepts of specific energy, hydraulic jumps, and the design of canal structures. It provides insight into one-dimensional incompressible steady flow, discussing critical flow conditions and their implications for engineering applications. Key calculations surrounding energy conservation, flow depth variations, and hydraulic sections are elaborated, supported by problem-solving activities.
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References
ch35.pdfClass Notes
Memorization
What we have learnt
Final Test
Revision Tests
Term: Specific Energy
Definition: The total energy per unit weight of fluid in an open channel, represented as the sum of gravitational potential energy and kinetic energy.
Term: Hydraulic Jump
Definition: A phenomenon in open channel flow where fluid transitions from supercritical to subcritical flow, leading to a sudden increase in flow depth and turbulence.
Term: Froude Number
Definition: A dimensionless number indicating flow regime, defined as the ratio of flow velocity to the speed of surface waves.
Term: Critical Depth
Definition: The depth of flow in an open channel at which the specific energy is minimized, corresponding to a Froude number of one.