Q.1 Above Figure represents floor of a hydraulic structures rested on fine gravel with seen dimensions ,The discharge value = 366 m° /sec while total water way =12m, silt factor f=l, Safe exit gradient for fine gravel = 1/5 Unified thickness of floor =2m .Check floor length, Find depth of sheet piles at u/s and d/s sides, check thickness of floor at A, B, C, D use Lane Theory
Q.1 Above Figure represents floor of a hydraulic structures rested on fine gravel with seen dimensions ,The discharge value = 366 m° /sec while total water way =12m, silt factor f=l, Safe exit gradient for fine gravel = 1/5 Unified thickness of floor =2m .Check floor length, Find depth of sheet piles at u/s and d/s sides, check thickness of floor at A, B, C, D use Lane Theory
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q.1 Above Figure represents floor of a hydraulic structures rested on fine gravel with
seen dimensions ,The discharge value = 366 m° /sec while total water way =12m, silt
factor f=l, Safe exit gradient for fine gravel = 1/5
Unified thickness of floor =2m .Check floor length, Find depth of sheet piles at u/s and
d/s sides, check thickness of floor at A, B, C, D use Lane Theory
![110.5 m
109.4 m
110 m
104 m
101 m
?
A
B
6m
22 m
16m
?
18m
6m without
thickness](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa54ad67f-3f07-462d-9937-43d46a302268%2F792733b2-9df1-4d92-ac48-eb4ac3eac140%2F1tsla8a_processed.jpeg&w=3840&q=75)
Transcribed Image Text:110.5 m
109.4 m
110 m
104 m
101 m
?
A
B
6m
22 m
16m
?
18m
6m without
thickness
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