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I just want you to solve the assignment in the file ^_^...

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UNIVERSITY OF THE DISTRICT OF COLUMBIA School of Engineering and Applied Sciences Department of Civil Engineering CVEN-325: HYDROLOGY AND HYDRAULICS LEC FALL, 2018 Assignment #4 Due Date: 10/11/2018 1- Define: a. Excess Rainfall b. Runoff c. Runoff Volume d. Drainage Density e. Peak Discharge f. Time of Concentration g. Peak Time h. Lag Time i. Base Flow j. Flow Recession k. Unit Hydrograph 2- What is the difference between Flow Hydrographs and Rating Curves? 3- To measure flow rate in a stream, the velocity-area method was used by dividing the cross section of the stream into 5 segments of 10 feet each. Depth and velocity measurements are as given in the table below. Calculate the flow rate. Segment 1 2 3 4 5 Average Depth (ft) Velocity (fps) 2.4 5.6 4.8 3.7 2.1 1.4 3.5 3.7 2.8 2.0 4- Draw the rating curve for a V-Notch weir that has a maximum height of 0.7 meters and a weir constant of 2.2 5- Use the Rational Formula to calculate 100-year peak flow from a 37-acre grass covered sandy soil with an average slope of 6% in Washington DC. The stream length for the basin is 1.5 miles and the elevation of the stream drops by 200 feet from start to end. (Hint: refer to page 30 in the class handouts) 6- Solve problems 9-17 and 9-19 from the “Practice Problems” provided in class. ...
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Owenrayns
School: University of Maryland

Hey buddy, I wrote the question above the a...

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Anonymous
Tutor went the extra mile to help me with this essay. Citations were a bit shaky but I appreciated how well he handled APA styles and how ok he was to change them even though I didnt specify. Got a B+ which is believable and acceptable.

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