CIV E 634-SURFACE WATER HYDROLOGY
SPRING 2011
FINAL EXAM
WEDNESDAY, MAY 18, 2011, 1900-2100
Name: _________________ RED ID ______________ Grade: _____
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Instructions: Open book, closed notes. Answer each question in a clear and concise paragraph. Give details as appropriate.
Use engineering paper. Answer only 10 questions.
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- How are the increase in flood magnitude and the drying of springs related?
- Why is baseflow recession better than pump tests to assess regional aquifer characteristics?
- Why did Woolhiser and Liggett switched their research emphasis from dynamic to kinematic wave modeling in the mid 1960s?
- What is the basis of the method of cascade of linear reservoirs? How does it account for hydrograph translation?
- What is the basis of the Clark method of unit hydrograph generation?
Is the modified Clark method included in HEC-HMS lumped or distributed?
- Why is it generally better to do a watershed model for flood analysis than to use statistical analysis, particularly for short record lengths?
- What is the apparent reason for the asymptotic behavior of the sediment rating curve, toward constant
sediment concentration at high water discharges? What is the theoretical value of the sediment-transport function
[gs = f(v)] that would result in constant sediment concentration?
- What are the advantages and disadvantages of sediment retention basins? What is Lane's relation?
What is the modified Lane relation?
- What is the difference between sediment production, sediment yield, sediment transport, and sediment routing?
- Why is the Modified Einstein method the most complete method of calculating sediment transport?
- What is the apparent cause of global warming? How does it affect hydrologic practice?
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