1.W: Design ogee spillway for a concrete gravity dam and find the maximum flo lischarge could be disposed of safely to the downstream. It is having downstrea ace sloping at (0.85H: IV), the height of spillway crest is kept at (0.85H:IV), height of spillway crest is kept at level (310 m), the average river bed level at t ite is (190 m), the spillway length consist (5) span having clear width (12 m) ea with pier thickness - 3m, k,-0.01, k-0.1, C-2.2. If the D/S crest profile given by: and the U/S by: ¹5-25 y. 0.724 (+0.27 Nas +0.126 H-0.4315 H375 (x+0.27 H) 0.625

1.W: Design ogee spillway for a concrete gravity dam and find the maximum flo lischarge could be disposed of safely to the downstream. It is having downstrea ace sloping at (0.85H: IV), the height of spillway crest is kept at (0.85H:IV), height of spillway crest is kept at level (310 m), the average river bed level at t ite is (190 m), the spillway length consist (5) span having clear width (12 m) ea with pier thickness - 3m, k,-0.01, k-0.1, C-2.2. If the D/S crest profile given by: and the U/S by: ¹5-25 y. 0.724 (+0.27 Nas +0.126 H-0.4315 H375 (x+0.27 H) 0.625

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter16: Highway Drainage

Section: Chapter Questions

Problem 19P

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