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
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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