Plz, solve the two parts of this question. Hydraulics. Reg.No: 5395 Question. a). A lined rectangular channel (n = 0.015) has a flow depth of 2m and a bed slope of 1 in 1600. Width of a channel is equal to the last digit of your registration number in meters. Retaining the rectangular shape and same total perimeter of a lining, DISCOVER the change in discharge for a most efficient x-section of a channel, if the bed slope, channel width and manning’s n remain same.
Plz, solve the two parts of this question. Hydraulics. Reg.No: 5395 Question. a). A lined rectangular channel (n = 0.015) has a flow depth of 2m and a bed slope of 1 in 1600. Width of a channel is equal to the last digit of your registration number in meters. Retaining the rectangular shape and same total perimeter of a lining, DISCOVER the change in discharge for a most efficient x-section of a channel, if the bed slope, channel width and manning’s n remain same.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Plz, solve the two parts of this question.
Hydraulics.
Reg.No: 5395
Question.
a). A lined rectangular channel (n = 0.015) has a flow depth of 2m and a bed slope of 1 in 1600. Width of a channel is equal to the last digit of your registration number in meters. Retaining the rectangular shape and same total perimeter of a lining, DISCOVER the change in discharge for a most efficient x-section of a channel, if the bed slope, channel width and manning’s n remain same.
b).DISCUSS the critical depth, normal depth and hydraulic depth of flow for subcritical and supercritical flow in open channel.
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