CVE30001 — Urban Water Resources  Report Writing - Engineering Assignment Help

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Swinburne University of Technology Faculty of Science, Engineering and Technology CVE30001 — Urban Water Resources 
Assignment 1  Submission Deadline: 14 April,  2020 by 11.59pm.  Before you start, you need to use two multipliers "1.X" and "1.Y". "X" and "Y" are the fourth and fifth digits of your student ID. If any of the numbers (X, Y) is "0", then use "05" instead, i.e. if your fourth digit is "0", your "lX" is "1.05". Flow in an urban stream has been measured continuously using an automatic stream gauge between 31/07/1971 and 25/03/1996. The maximum daily stream flow recorded each day during this period is provided in the file "Assignment 1_2020 Data.xls". In the file multiply the flow values with 1.X for the years 1971-84 and with 1.Y for the years 1985-96. As there are numerous data, it is recommended that you use Excel. 
Do the following with your data: Annual Series Flood Frequency Analysis a) Find the maximum flood for each year of record, rank these floods from highest to lowest magnitude and calculate the logs for each flood magnitude. b) Calculate the mean (M), standard deviation (S) and coefficient of skewness (g) for each logo flood value. In Excel, to calculate "M" use "—Average function, to calculate "S" use "=STDEV (....)" function and to calculate "g" use "SKEW (...)" function. c) Determine the frequency factors (Ky) for 50 years and 100 years ARI. The frequency factors from Australian Rainfall and Runoff (2000) are also provided in the file "Assignment 1_2020 Data.xls". You may have to interpolate between the given values, to find the appropriate value for your "g". d) Estimate flood discharges for 50 years and 100 

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