D/S crest profile is given by: And the U/S: y = 0.724 (x+0.27 Hd)¹.85 HO.85 Neglect the approach velocity head. X1.85 = 25y +0.126 H-0.4315 H375 (x+0.27 H) 0.62
D/S crest profile is given by: And the U/S: y = 0.724 (x+0.27 Hd)¹.85 HO.85 Neglect the approach velocity head. X1.85 = 25y +0.126 H-0.4315 H375 (x+0.27 H) 0.62
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Design ogee spillway for a concrete gravity dam and find the
maximum flood discharge that could be disposed of safely to the
downstream. It is having downstream face sloping at (0.85H: 1V), the
height of spillway crest is kept at (0.85H: 1V), the height of spillway
crest is kept at level (300 m), the average river bed level at the site is
(190 m), the spillway length consist of (5) span having clear width
(10 m) each with pier thickness = 3 m, kp=0.01, ka=0.1, C=2.2.
If:
D/S crest profile is given by:
X1.85 = 25y
And the U/S:
y =
0.724 (x+0.27 Ha)" 1.85
HO.85
+ 0.126 H-0.4315 H375 (x+0.27 Hd) 0.625
Neglect the approach velocity head.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8c4f64c4-d0c5-4375-9252-6cd337ef86a7%2F3289b9cf-2d51-44cf-b5ba-43197ed43911%2Fnntd7m_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Design ogee spillway for a concrete gravity dam and find the
maximum flood discharge that could be disposed of safely to the
downstream. It is having downstream face sloping at (0.85H: 1V), the
height of spillway crest is kept at (0.85H: 1V), the height of spillway
crest is kept at level (300 m), the average river bed level at the site is
(190 m), the spillway length consist of (5) span having clear width
(10 m) each with pier thickness = 3 m, kp=0.01, ka=0.1, C=2.2.
If:
D/S crest profile is given by:
X1.85 = 25y
And the U/S:
y =
0.724 (x+0.27 Ha)" 1.85
HO.85
+ 0.126 H-0.4315 H375 (x+0.27 Hd) 0.625
Neglect the approach velocity head.
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