CIV E 638-SEDIMENTATION AND RIVER ENGINEERING
SPRING 2015
FINAL EXAM, THURSDAY, MAY 14, 2015
Name: ______________ Red ID: _____________ Grade: _______
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Instructions: Closed book, turn off cellphone.
Use engineering paper. When you are finished, staple your work in sequence,
and return this sheet with your work.
Answer only ten (10) questions.
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- Of what variable is the Brune [sediment] trap efficiency of a reservoir primarily a function of?
All other variables [factors] being equal, which reservoir system will fill up faster: (1) one reservoir having X volume, or (2) two reservoirs having X/2 volume each?
- To what process did Einstein attribute the drop in sediment transport rate at low discharges (lower regime)?
- Should the Salton Basin have been developed? Or not?
- How does time engineering differ from frequency-based hydraulic design?
- What is the difference between the original Lane relation and the modified Lane relation? What is the value of the exponent m that would render the
sediment transport relation [unit-width sediment discharge vs mean velocity] dimensionless?
- Why is it a fallacy to retain sediment in a storage basin, without protecting the downstream
channel against degradation?
- What is hungry water? How can it be explained on the basis of theory?
- A bed perturbation in an alluvial channel will propagate upstream or downstream? Explain.
- According to Lane, the equilibrium shape [aspect ratio To/Yo] of self-formed channel in noncohesive alluvium is a function of two variables.
What are these variables?
- What is the difference between general and local scour?
- Why is a grab sediment sample not representative of the average sediment concentration?
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