CIVIL WATER RESOURCES ENGINEERING–II

UNIT V

UNIT-V
CLASSIFICATION OF CANALS, DESIGN OF
IRRIGATION CANALS BY KENNEDY’S AND LACEY’S
THEORIES, BALANCING DEPTH OF CUTTING, IS
STANDARDS FOR A CANAL DESIGN CANAL
LINING.
DESIGN DISCHARGE OVER A CATCHMENT,
COMPUTATION OF DESIGN DISCHARGE RATIONAL
FORMULA, SCS CURVE NUMBER METHOD, FLOOD
FREQUENCY ANALYSISINTRODUCTORY PART ONLY. STREAM GAUGING –
MEASUREMENT AND ESTIMATION OF
STREAM FLOW.

Discussion

Discussion allows you to ask questions directly to the instructor.