MAT. SCI. & ENG: AN INTO. WILEYPLUS
10th Edition
ISBN: 9781119472001
Author: Callister
Publisher: WILEY
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2. Vertical highway curve: Given PVI at 65 + 00, L = 800 ft, g1 = +4%, g2 = -3%, and PVI elevation =
264.2 ft, compute the elevations of the curve high point and for all of the full stations until
reaching the end of the curve as well as for the beginning and end of the curve.
1. Horizontal highway curve: Given Pl at 65 + 78.20, A = 22°00', and D = 6°00', compute the
deflections to the nearest second for the full stations (means stations 65+00, 66+00, etc.) as well
as for the beginning and end of the curve.
Water flows uniformly in a channel with a bottom slope of 0.002 and a compound cross-section: Section 1 has concrete sides and bottom. Section 2 is vegetated with light brush. Manning coefficients and dimensions (in meters) are shown below: Calculate: a. The composite Manning roughness coefficient for the channel b. The flow rate in cubic meters per second (cms) for the water levels shown
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