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1. To use FLIKE see MyUniPhase 1 - Peak Flow Estimation Resources Software: FLIKE 2. The example data for FLIKE used in these self-training examples

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1. To use FLIKE see "MyUniPhase 1 - Peak Flow Estimation Resources Software: FLIKE" 2. The example data for FLIKE used in these self-training examples is available for download from MyUni\\Phase 1- Peak Flow Estimation\\Resources\\Software: FLIKE" 4. Undertake Flood Frequency Analysis using the FLIKE software and the annual series of peak flows from Task 2. (8 marks) Fit the LP3 probability model only (other probability models can be trialled as part of Task 7) . Provide the probability plot that shows the gauged data, the fitted flood frequency distribution and probability limits. Consider providing multiple plots with different probability scales to show high and low peak flows. Comment on the fit of the flood frequency distribution to the gauged data. Provide a table of the design flows for AEP (1 in Y year) of 2,5, 10,50 and 100 year flows. Comment on key features of the design flows and their uncertainty 5. Use Regional Flood Frequency Estimation (RFFE) to provide estimates of the design flows for AEP (1 in Y year) of 2,5, 10,50 and 100 year flows. (4 marks) . Provide a description of the key inputs used to obtain these estimates. Comment on the key differences in the estimates of the design flows from Task 4. Hint: To use RFFE see "MyUni\\Phase 1 - Peak Flow Estimation\\Resources\\Software: Regional Flood Frequency Estimation" 6. Provide an estimate of the 1:10 and 1:100 year AEP design flows obtained using the probabilistic rational method. Use regional methods to obtain the time of concentration. Provide a description of the key inputs used to obtain these estimates (4 Marks) 7. Trial the advanced procedures in FLIKE to improve the estimates of design flows. Undergraduate students are expected to trial 2 advanced methods, and Masters students are expected to trial 3 advanced methods. For each technique, compare it to the outcomes from task 4. (10 marks) Describe the method . Describe its impact on the fit of the flood frequency distribution, the design flow estimates and their uncertainty Provide the reasons for this impact 8. Compare and discuss the differences between the estimates of the 1:10 and 1:100 year floods obtained for tasks 4- 7. Choose which of the design flow estimates you would use and justify your choice (6 marks) Provide a table/graph which compares the estimates . Outline the differences between them and potential reasons for differences . Make a decision on which estimates you would choose and justify your choice

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