In: Civil Engineering
For a trapezoidal-shaped, concrete-finished gravel bottom
channel along a 0.5% slope, with a bottom width of 8 feet, a top
width of 32 feet, and side slopes of 4:1, calculate:
a. the channel’s full capacity discharge,
b. velocity at full capacity discharge, and
c. discharge and velocity when stream flow is 0.5 feet from the top
of the channel.
Given,
Trapezoidal shaped concrete finished gravel bottom channel
n = 0.012
Slope = 0.5 % = 0.005
Bottom width = 8 ft
Side slope = 4:1
Top width = B + 4y + 4y = 32 ft
y = 3 ft
Area = 0.5 * y * (B+T) = 0.5 * 3 * 40 = 60
Perimeter = = 32.74 ft
R = A/P = 60/32.74 = 1.833 ft
b) Velocity at full capacity discharge:
= 8.84 ft/sec
a) Channel's full capacity discharge:
Q = A * V = 60 * 8.84 = 530.4 /sec
c) Discharge and velocity when stream flow is 0.5 ft from top of channel
y = 3 - 0.5 = 2.5 ft
T = B + 8y = 8 + 8 * 2.5 = 28 ft
A = 0.5 * 2.5 * 36 = 45
P = = 28.62 ft
R = A/P = 45/28.62 = 1.57 ft
Velocity,
= 7.96 ft/sec
Discharge, Q = A * V = 45 * 7.96 = 358.2 /sec