Question: FURTHER READING Bedient, Phillip B . , et al . ( 2 0 1 2 ) . Hydrology and Floodplain Analysis ( Sth ed .

FURTHER READING
Bedient, Phillip B., et al.(2012). Hydrology and Floodplain Analysis (Sth ed.).
Englewood Cliffs, NJ: Prentice Hall.
Chow, V. T., Maidment, D. R., and Mays, L. R.(2013). Applied Hydrology
(2nd ed.). New York: McGraw-Hill.
Hershfield, D. M.(1961). Rainfall Frequency Atlas of the United States for
Durations from 30 Minutes to 24 Hours and Return Periods of 1 to 100 Years
(Tech. Paper 40). Silver Spring, MD: U.S. National Weather Service.
Ponce, V. M.(1994). Engineering Hydrology: Principles and Practices.
Englewood Cliffs, NJ: Prentice Hall.
U.S. Soil Conservation Service. (1972), National Engineering Handbook.
Springfield, VA: U.S. Department of Agriculture.
Viessman, W., Jr., Lewis, G. L (2002). Introduction to Hydrology, (5th ed.).
Englewood Cliffs, NJ: Prentice Hall.
Given the drawing handed out in class and using an excel file:
Show the hydrograph of A, B and A+B (data and graph). Denote the peak flow and time for A, B and A+B. Provide only 1 graph for all 3 hydrographs. Remember to have labels and units.
Also calculate the runoff volumes for Watersheds A,B and "A+B".
Include the problem statement, original graphical data, all data related to the hydrographs and graphs. Make sure you calculate the volumes (runoff) under the graphs A, B and A+B.
FURTHER READING Bedient, Phillip B . , et al . (

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