- (20%) A hydraulically wide channel is operating at Froude number F = 0.3. The unit-width discharge is q = 2.0 m2s-1.
What is Lagrange's relative celerity? What are two Langrange absolute celerities (upstream and downstream)?
- (20%) You are observing the rising flood stage of a major river.
At your observation point, at a certain time the discharge is
495 m3 s-1, and the stage is rising at the rate of 5 mm hr-1.
At a point located 18 km upstream of your observation point, the stage is rising at the rate of 7 mm hr-1.
The surface width of the river in the study reach is 125 m. What is your estimate of the present discharge
at the upstream end of the reach?
- (40%) Please answer each question in one clear and concise paragraph:
- What is the rationale for the use of a labyrinth spillway? When does it cease to work as intended?
- Compare in tabular form the kinematic, diffusion, dynamic, and inertia-pressure waves in terms of their celerity and attenuation
properties.
- What are three ways in which the Seddon formula can be expressed? Which of the three
did he develop? In what year?
- Under what conditions is a wave likely to be dynamic? Give an example in practice.
- What is the Lane relation in alluvial open-channel hydraulics? What is the modified Lane relation?
- What is the difference between sediment production and sediment yield?
- What is the difference between sediment transport and sediment routing?
- A spherical particle falls under its own weight in a flask that is full of water.
What is the velocity distribution of the water in the radial direction between the falling particle and the wall of the flask?
Show a plot of the distribution and indicate its characteristics
- (20%) Write a 300-word essay on HEC-RAS. Separate into four paragraphs (5 points each):
(1) history, (2) objectives, (3) equations, and (4) data requirements.
Writing style, grammar and spelling are important.
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