Exam 4 Flashcards

1
Q

What is routing

A

A process used to predict the temporal and spatial of a flood hydrograph as it moves through a river, reservoir or basin

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2
Q

IMPORTANT
AS the hydrograph travels it Blank
2 items

A

Attenuate (peak flow rate is reduced)
Gets delayed (base time increase)

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3
Q

Types of flow routing (2)

A
  1. Lumped/Hydrologic - flow is calculated as a function of time alone at a location (Q=Q)
  2. Distributed/hydraulic-Flow is calculated as a function of time and space (Q=Q and momentum)
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4
Q

Level pool routing

A

Its a procedure for calculating outflow hydrograph from a reservoir with a horizontal water surface.

Its giving its inflow hydrograph I(t) and storage outflow relationship

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5
Q

Pipes in series

A

Q = Q
Hl total = Hl1+hl2…

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6
Q

Pipes in parallel

A

Q not = Q
Hl1=hl2=hl3…

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7
Q

What is static head

A

Difference in elevation

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8
Q

What is dynamic head

A

The sum of headloss = Hl minor + Hl friction

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9
Q

What pump is used for civil engineering applications and why

A

Centrifugal

cheap, reliable, simple

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10
Q

What is cavitation and what can it cause

A

Water vaporizes when the pressure is at or below vapor pressure, this creates pockets of air,
These pockets collapse and can cause a high increase in pressure, vibration, and sound

It will remove material in pump impellers or casings

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11
Q

Factor of safety for vapor pressure

A

negative pressure cannot be more than 2/3 atmospheric pressure

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12
Q

2 pump operations to consider

A
  1. System conditions -
    physical conditions of pipe network
    energy losses
    cavitation potential
  2. Pump capacity
    impeller diameter/speed
    capacity to deliver flow rates based as a function of resistance head
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13
Q

Static suction lift

A

The vertical distance from source (inlet) water level to the centerline of the pump

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14
Q

Static discharge lift

A

The vertical distance from centerline of pump to water at outlet

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15
Q

Total static head

A

Vertical distance from source water (inlet) to water level at outlet

= Static suction lift + Static discharge lift

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16
Q

Rated capacity

A

where the pump is operating at most efficient level

17
Q

BEP

A

best efficiency point
min loads on impellor
min cavitation problems

18
Q

Shutoff head

A

the amount of head where the pump cannot deliver flow