PHEP Ch.12 Intakes, Conduits and Surge Chambers Flashcards
And most hydroelectric developments the head and water flow will:
Remain steady
Fluctuate
Stabilize the load
Determine the hydraulic radius
Fluctuate
Intake design has a large effect on:
Velocity
Volume
Head
All three
All three
A partially clogged trash rack will:
Cause an increase in head
Cause a decrease in the effective head
Have no effect on velocity through the open portions of the rack
Improve efficiency because of an increase in velocity through the open portions of the rack
Cause a decrease in the effective head
Wood-stave pipe would probably not be used for:
High-line conduit
Pressure conduit
Non-pressure conduit
Heads above 500 feet
Heads above 500 feet
An open conduit system implies:
The presence of a free surface
The use of a control volume
No drop in hydraulic gradient
A minimum hydraulic radius
The presence of a free surface
The best canal cross-section from a hydraulic point of view is defined as:
The least-expensive canal cross-section
The section with minimum roughness coefficient
The one that has a minimum wetted perimeter
The one that has a maximum area for a given flow
The one that has a minimum wetted perimeter
The least efficient type of high-line conduit is that type which:
Has the least effect on the available head
Has the greatest effect on the available head
Has the smallest wetted perimeter for a given flow and velocity
Has the least amount of bends and internal protuberances
Has the greatest effect on the available head
Steel pipe is used more extensively than any other type of pipe for penstock construction because:
It can be riveted
It can be welded
It is better able to withstand changes in static and dynamic pressures
Of the degree of flexibility it offers in satisfying design criteria in all of the above areas
Of the degree of flexibility it offers in satisfying design criteria in all of the above areas
One of the major advantages of using pressure tunnel in a power conduit system is that:
It permits full use of the available head
It permits full use of the best hydraulic radius
It offers less resistance to flow
Expansion joints can be eliminated
It permits full use of the available head
Positive water-hammer pressure caused by a sudden decrease in the demand for water can be eliminated by:
A relief valve
A pressure-regulator
A surge tank
Any one of the above
Any one of the above
Negative water-hammer pressure is created by:
A sudden deceleration in water flow through the penstock
A sudden decrease in the demand for water
A sudden increase in the demand for water
A faulty operating pressure regulator
A sudden increase in the demand for water
Which of the below conditions would probably not cause the water level in the riser of a differential surge tank to fall?
A sudden load increase
Conduit velocity insufficient to supply the demand for water
Negative surge waves
A load rejection
A load rejection
Pumped Storage type of hydroelectric developments implies a capability for:
Improving load factors on inter-connected power system steam plants
Providing a wider range of power system reverse capacity
Improved peak load operation
All of the above
All of the above
The best hydraulic rectangular cross-section occurs when: (B = bottom width, Y = water depth)
Y = 2B
Y = B
Y = B/5
Y = B/2
Y = B/2
Penstock velocities may range from:
6 to 20 FT/SEC
5 to 10 FT/SEC
20 to 40 FT/SEC
None of these answers
6 to 20 FT/SEC