Lecture 5 and 6 Flashcards

1
Q

reynolds number is the ratio of

A

the inertial to viscous forces

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2
Q

low reynolds number

A

viscosity dominates

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3
Q

high reynold number

A

inertia dominates

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4
Q

relative roughness is

A

roughness/diameter both in mm as relative roughness is dimensionless

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5
Q

transition zone

A

zone between laminar and turbulent - neither laminar or turbulent somewhere inbetween the two

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6
Q

if velocity isnt given

A

estimate a value for reynolds number of 10^5 use this to find friction factor and pressure loss from which we can calculate another speed and therefore another reynolds number

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7
Q

pressure head pressure =

A

density of fluid * g * height of pressure head in m
ie 100mm H20 pressure head
1000 * g * 100/1000

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8
Q

iterative approach to friction factor (no veloctiy given)

A

Guess reynolds number of 10^5 -> work out friction factor -> use friction factor equation to find C -> work out new reynolds number
compare to see difference if less than 10% this is acceptable if not repeat

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9
Q

minor losses due to

A

expansions
contractions
bends

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10
Q

minor losses drop in pressure do

A

creation of eddies and turbulence

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11
Q

pressure minor losses =

A

pressure loss coefficient * 0.5 * density * C^2

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12
Q

minor losses are losses that are

A

not due to the pipe itself

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13
Q

sudden expansion into reservoir k=

A

(1-A1/A2)^2 = 1^2 = 1

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14
Q

sudden contraction from reservoir k=

A

d2/d1 = 0 -> k=0.5

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15
Q

where is a diffuser with an expansion of 90 degrees between the two sides of the pipe worse than sudden expansion

A

see LBot at 90 = 2( phi) k is greater than 1 which is above sudden expansion therefore greater losses

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