Design ogee spillway for concrete gravity dam having downstream face sloping at (0.781H: 1V), the discharge for the spillway is (8000 m3/sec) the height of spillway crest is kept at level (204 m) the average river level at the site is (100 m), the spillway length consist (6) span having clear width (10 m) each with pier thickness=3m, kp=0.01, H.W. ka=0.1.

Design ogee spillway for concrete gravity dam having downstream face sloping at (0.781H: 1V), the discharge for the spillway is (8000 m3/sec) the height of spillway crest is kept at level (204 m) the average river level at the site is (100 m), the spillway length consist (6) span having clear width (10 m) each with pier thickness=3m, kp=0.01, H.W. ka=0.1.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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