Question: CEE 4 0 4 / 6 0 4 - Assignment - Due September 2 7 , 2 0 2 4 Upload a PDF file in

CEE 404/604- Assignment - Due September 27,2024
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A horizontal trapezoidal channel has a bottom width b1=20 feet and a side slope of z=1.5(1.5H:1V). The
flow is Q=800cfs and the velocity is v1=6fps. At a bridge abutment, the channel gradually transitions
into a double box culvert (i.e., rectangular channel) with a combined open width of 24 feet.
a) Determine the depth of flow y1 in feet, the hydraulic depth D1 in feet, and the Froude number Fr1 for
the flow in the trapezoidal channel section.
b) Determine the depth of flow y2 in feet and the velocity v2 in feet per second (fps) within the box
culverts.
c) Determine the minimum allowable combined width b2min of the box culverts to prevent choking.
Water flows at a rate of Q=300 cfs and a depth of y1=6 feet in a horizontal rectangular channel with a
bottom width b1=10 feet.
a) Determine the velocity v1 in feet per second ( fps ), the hydraulic depth D1 in feet, and the Froude
number Fr1 for the approach flow.
b) Determine the depth of flow y2 in feet and the velocity v2 in fps if the channel width gradually increases
to b2=12 feet.
c) Determine the height of the bottom step z in feet which would just cause choking to begin if the
channel width simultaneously increases to b2=12 feet.
Water flows at a depth of y1=2.75 feet and a velocity v1=8 feet per second ( fps ) in a horizontal
rectangular channel having a width of b1=10 feet. The channel gradually transitions into a trapezoidal
channel having a side slope z=2(2H:1V) and a bottom width of b2=5 feet.
a) Determine the flow Q in cubic feet per second (cfs), the hydraulic depth D1, and the Froude number Fr1
for the approach flow.
b) Determine the depth of flow y2 in feet, the hydraulic depth D2 in feet, the velocity v2 in fps, and the
Froude number Fr2 within the trapezoidal channel section.
c) Determine the height of the bottom step z in feet that would just cause choking.
CEE 4 0 4 / 6 0 4 - Assignment - Due September 2

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