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Problems related to unctioning reinforced concrete pipe rcp

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Reference no: EM13798500

What is the junction discharge (Q at the transition?

The channel at the free fal! has a Station of 10+00 and an Elevation (invert) of 1500.00

a) Calculate the Stations & Elevations for all of the U/S reaches including the transitions.

b) Draw a Plan & Profile view for this channel on an 11"x17" sheet from STA. 10+00 to STA. calcutated in part a, show the bottom & the top of the channel. Show all calculated stations & elevations on the profile view, show the critical and normal depths for each reach, label the latter as the Hydraulic Grade Line abbreviated as H.G.L.

Use a horizontal scale of 1"=500'& a vertical scale of 1"=5'for the profile view & a scale of 1"=5(Xt' in the

teft/right direction & 1"=50' in the up/down direction for the plan view.

c) Show in the profile view a 5' diameter junctioning Reinforced Concrete Pipe (RCP) in the middle of the 2nd

transition from U/S, center the RCp vertically as well.

d) Show the RCP in the plan view as wellwith a 9O'junctioning angle.

e) Determine the type & length of the curve for the varied flow at Reach 3 which terminates at a free fall using the numerical method analysis.

Reference no: EM13798500

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