A small, 2-ha, mostly impervious urban catchment has an average slope of 1.5% and the following average. Horton infiltration parameters:
Question:
a) Determine the depression storage using Fig. 6.3
b) Calculate and sketch the hyetograph of rainfall excess over the whole time interval as for the rainfall-hyetograph, and average the first nonzero rainfall excess over the whole time interval.
c) Calculate and sketch the hyetograph of rainfall hyetograph, and average the first nonzero rainfall excess over the whole time interval.
d) Determine the runoff coefficient.
e) Compute the volume of runoff, in m3.
This problem has been solved!
Do you need an answer to a question different from the above? Ask your question!
Step by Step Answer:
a First Calculate the depression storage Use Fig 6 3 or the equation on the figure DS 0 0303 S 0 49 …View the full answer
Answered By
Utsab mitra
I have the expertise to deliver these subjects to college and higher-level students. The services would involve only solving assignments, homework help, and others.
I have experience in delivering these subjects for the last 6 years on a freelancing basis in different companies around the globe. I am CMA certified and CGMA UK. I have professional experience of 18 years in the industry involved in the manufacturing company and IT implementation experience of over 12 years.
I have delivered this help to students effortlessly, which is essential to give the students a good grade in their studies.
2+ Reviews
10+ Question Solved
Related Book For 
Hydrology and Floodplain Analysis
ISBN: 978-0132567961
5th edition
Authors: Philip B. Bedient, Wayne C. Huber, Baxter E. Vieux
View Solution
Create a free account to access the answer
Cannot find your solution?
Post a FREE question now and get an answer within minutes.
* Average response time.
Question Posted: April 01, 2016 06:15:02