Discharge, cuble foot par secandUSGS2Cherry Creek is 25 ft wide and 0.6 ftdeep for 500 ft upstream from thetruck shown in the photo. Thehydrograph shows discharge [cfs] =[ft³/s] versus time. Water temperature is 50°F.USGS 06713500 CHERRY CREEK AT DENVER, CO.2000i)ii)20002000Median daily statistic (8 years)Period of approved dataDischarge200829002PprPart AAccording to the chart, what is the discharge on Sunday 4/6/2008 in [ft³/s]?Part BWhat is the Reynolds number for this flow, based on the depth?Part DHint: The hydrograph has a logarithmic y-axis, which explains the uneven spacing betweenhorizontal grid lines.At that time, what is the average velocity in the stream at the location shown?Part C20002000Imagine there is an illegal discharge adding 1 gal/min of untreated sewage 7,000 ft upstreamfrom the location shown. Based on your answer to Part C, explain why you would (or would not)expect the sewage to be uniformly blended into the stream water at the location shown.Part EIndicate the most appropriate choice, considering the 500 ft upstream from the truck, and thetime period of 4/2/2008 through 4/9/2008:Steady or unsteady?Uniform or nonuniform?

Answered: Image /qna-images/answer/c9f60299-241b-44a0-b94b-16052816e24a.jpg

Discharge, cuble foot par secand and USGS 2 Cherry Creek is 25 ft wide and 0.6 ft deep for 500 ft upstream from the truck shown in the photo. The hydrograph shows discharge [cfs] = [ft³/s] versus time. Water temperature is 50°F. USGS 06713500 CHERRY CREEK AT DENVER, CO. 2000 2008 2000 Median daily statistic (8 years)Period of approved data Discharge 2 2000 Apr 2000 2000 2000

Discharge, cuble foot par secand and USGS 2 Cherry Creek is 25 ft wide and 0.6 ft deep for 500 ft upstream from the truck shown in the photo. The hydrograph shows discharge [cfs] = [ft³/s] versus time. Water temperature is 50°F. USGS 06713500 CHERRY CREEK AT DENVER, CO. 2000 2008 2000 Median daily statistic (8 years)Period of approved data Discharge 2 2000 Apr 2000 2000 2000

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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