It is proposed to adopt the dilution method of stream gauging for a river whose hydraulic properties at average flow are as follows: width= 45 m, depth = 2.0 m, discharge = 85 m³/s, Chezy coefficient = 20 to 30. Determine the safe mixing length that has to be adopted for this stream. 9 km 11 km 13 km 14 km
It is proposed to adopt the dilution method of stream gauging for a river whose hydraulic properties at average flow are as follows: width= 45 m, depth = 2.0 m, discharge = 85 m³/s, Chezy coefficient = 20 to 30. Determine the safe mixing length that has to be adopted for this stream. 9 km 11 km 13 km 14 km
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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It is proposed to adopt the dilution method of stream gauging for a river whose hydraulic properties at average flow are as follows: width = 45 m, depth =2.0 m discharge = 85 m3/s. Chezy coefficient = 20 to 30. Determine the safe mixing length that has to be adopted for this stream

Transcribed Image Text:It is proposed to adopt the dilution method of stream gauging for a river whose hydraulic
properties at average flow are as follows: width = 45 m, depth = 2.0 m, discharge = 85
m³/s, Chezy coefficient = 20 to 30. Determine the safe mixing length that has to be
adopted for this stream.
9 km
B) 11 km
C 13 km
14 km
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