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Canal systems are crucial for water management, irrigation, and hydroelectric power generation. The chapter covers various classifications of canals based on water source, function, construction, and command area, alongside principles of canal alignment and types of canal losses. Additionally, it elaborates on estimating design discharge and channel design, focusing on both rigid and alluvial channels.
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References
Chapter_45_Canal.pdfClass Notes
Memorization
What we have learnt
Final Test
Revision Tests
Term: Canal Classification
Definition: Canals can be classified into perennial and non-perennial based on water source, and into irrigation, navigation, power, and feeder canals based on function.
Term: Canal Alignment
Definition: The proper alignment of canals involves strategic placement based on topography, soil conditions, and required irrigation coverage.
Term: Canal Losses
Definition: Losses in canal systems include seepage, evaporation, absorption, transpiration, and operational losses, significantly affecting the amount of water reaching the desired outlet.
Term: Design Discharge
Definition: The design discharge refers to the maximum flow rate a canal is designed to carry, which is crucial for effective irrigation and water management.
Term: Manning's Formula
Definition: A formula used to calculate the velocity of water flow in rigid boundary channels, given by V = (1/n) R^(2/3) S^(1/2), where n is Manningβs roughness coefficient.