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Piping and Pumping

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Title: Piping and Pumping


1
Piping and Pumping
Chemical Engineering and Materials
Science Syracuse University
  • Process Design
  • CEN 574
  • Spring 2004

2
Outline
  • Pipe routing
  • Optimum pipe diameter
  • Pressure drop through piping
  • Piping costs
  • Pump types and characteristics
  • Pump curves
  • NPSH and cavitation
  • Regulation of flow
  • Pump installation design

3
Piping and Pumping Learning Objectives
  • At the end of this section, you should be able
    to
  • Draw a three dimensional pipe routing with layout
    and plan views.
  • Calculate the optimum pipe diameter for an
    application.
  • Calculate the pressure drop through a length of
    pipe with associated valves.
  • Estimate the cost of a piping run including
    installation, insulation, and hangars.

4
  • List the types of pumps, their characteristics,
    and select an appropriate type for a specified
    application.
  • Draw the typical flow control loop for a
    centrifugal pump on a PID.
  • Describe the features of a pump curve.
  • Use a pump curve to select an appropriate pump
    and impellor size for an application.
  • Predict the outcome from a pump impellor change.
  • Define cavitation and the pressure profile within
    a centrifugal pump.
  • Calculate the required NPSH for a given pump
    installation.
  • Identify the appropriate steps to design a pump
    installation.

5
References
  • Appendix III.3 (pg 642-46) in Seider et al.,
    Process Design Principals (our text for this
    class).
  • Chapter 12 in Turton et al., Analysis, Synthesis,
    and Design of Chemical Processes.
  • Chapter 13 in Peters and Timmerhaus, Plant Design
    and Economics for Chemical Engineers.
  • Chapter 8 in McCabe, Smith and Harriott, Unit
    Operations of Chemical Engineering.

6
Pipe Routing
  • The following figures show a layout (looking from
    the top) and plan (looking from the side) view of
    vessels.
  • We want to rout pipe from the feed tank to the
    reactor.

7
Plan View
piping chase
reactor
steam header
40 ft
feed tank
60 ft
35 ft
50 ft
8
Layout View Looking Down
steam header
40 ft
feed tank
piping chase
45 ft
30 ft
reactor
10 ft
reactor
35 ft
50 ft
9
Plan View
piping chase
reactor
out in
steam header
40 ft
feed tank
60 ft
35 ft
50 ft
10
Layout View
steam header
85 ft
30 ft
feed tank
20 ft
35 ft
60 ft
10 ft
10 ft
reactor
11
Pipe Routing Exercise
  • Form groups of two.
  • Draw a three dimensional routing for pipe from
    the steam header to the feed tank on both the
    plan view and the layout view.

12
Size the Pump
  1. Determine optimum pipe size.
  2. Determine pressure drop through pipe run.

200 ft
globe valve
check valve
150 ft
100 gpm
13
Optimum Pipe Diameter
  • The optimum pipe diameter gives the least total
    cost for annual pumping power and fixed costs.
    As D , fixed costs , but pumping power costs
    .
  •  

14
Optimum Pipe Diameter
Total Cost
Annualized Capital Cost
Pumping Power Cost
15
Example
  • Two methods to determine the optimum diameter
  • Velocity guidelines and Nomograph.
  • Example What is the optimum pipe diameter for
    100 gpm water.

16
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17
Using Velocity Guidelines
  • Velocity 3-10 ft/s flow rate/area
  • Given a flow rate (100 gpm), solve for area.
  • Area (?/4)D2, solve for optimum D.
  • Optimum pipe diameter 2.6-3.6 in.
  • Select standard size, nominal 3 in. pipe.

18
Nomograph -Convert gpm to cfm ? 13.4 cfm. -Find
cfm on left axis. -Find density (62 lb/ft3) on
right axis. -Draw a line between points. -Read
optimum diameter from middle axis.
19
Practice Problem
  • Find the optimum pipe diameter for 100 ft3 of air
    at 40 psig/min.
  • A (s/50ft)(min/60 s)(100 ft3/min) 0.033 ft2
  • 0.033 ft2 3.14d2/4
  • d 2.47 in

20
Piping Guidelines
  • Slope to drains.
  • Add cleanouts (Ts at elbows) frequently.
  • Add flanges around valves for maintenance.
  • Use screwed fitting only for 1.5 in or less
    piping.
  • Schedule 40 most common.

21
Calculating the Pressure Drop through a Pipe Run
  • Use the article Estimating pipeline head loss
    from Chemical Processing (pg 9-12).
  • ?P (?/144)(?Zv22-v12/2ghL)
  • Typically neglect velocity differences for
    subsonic velocities.
  • hL head loss due to 1) friction in pipe, and 2)
    valves and fittings.
  • hL(friction) c1fLq2/d5

22
  • c1 conversion constant from Table 1 0.0311.
  • f friction factor from Table 6 0.018.
  • L length of pipe 200 ft 150 ft 350 ft.
  • q flow rate 100 gpm.
  • d actual pipe diameter of 3 nominal from Table
    8 3.068 in .
  • hL due to friction 7.2 ft of liquid head

23
Loss Due to Fittings
  • K 0.5 entrance
  • K 1.0 exit
  • Kf(L/d)(0.018)(20) flow through tee
  • K3(0.018)(14) elbows
  • K0.018(340) globe
  • K0.018(600) check valve
  • Sum K 19.5

24
  • hL due to fittings c3Ksumq2/d4 5.7 ft of
    liquid head loss due to fittings.
  • hLsum7.2 5.7 ft of liquid head loss
  • Using Bernoulli Equation
  • ?P (?/144)(?Zv22-v12/2ghLsum)
  • ?P (? /144)(150012.9) 70.1 psi due mostly to
    elevation. Use ?P to size pump.

elevation velocity friction and
fittings
25
Find the Pressure Drop
400 ft
50 ft
check valve
400 gpm water 4 in pipe
26
Estimating Pipe Costs
  • Use charts from Peters and Timmerhaus.
  • Pipe
  • Fittings (T, elbow, etc.)
  • Valves
  • Insulation
  • Hangars
  • Installation

27
Note not 2003
/linear ft
28
Pumps Moving Liquids
  • Centrifugal
  • Positive displacement
  • Reciprocating fluid chamber stationary, check
    valves
  • Rotary fluid chamber moves

29
Centrifugal Pumps
30
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31
Centrifugal Pump Impeller
32
Positive Displacement Reciprocating
  • Piston up to 50 atm
  • Plunger up to 1,500 atm
  • Diaphragm up to 100 atm, ideal for corrosive
    fluids
  • Efficiency 40-50 for small pumps, 70-90 for
    large pumps

33
Positive Displacement Reciprocating (plunger)
34
Positive Displacement Rotary
  • Gear, lobe, screw, cam, vane
  • For viscous fluids up to 200 atm
  • Very close tolerances

35
Positive Displacement Rotary
36
Comparisons Centrifugal
  • larger flow rates
  • not self priming
  • discharge dependent of downstream pressure drop
  • down stream discharge can be closed without
    damage
  • uniform pressure without pulsation
  • direct motor drive
  • less maintenance
  • wide variety of fluids

37
Comparisons Positive Displacement
  • smaller flow rates
  • higher pressures
  • self priming
  • discharge flow rate independent of pressure
    utilized for metering of fluids
  • down stream discharge cannot be closed without
    damage bypass with relief valve required
  • pulsating flow
  • gear box required (lower speeds)
  • higher maintenance

38
Centrifugal Pumps
  • Advantages
  • simple and cheap
  • uniform pressure, without shock or pulsation
  • direct coupling to motor
  • discharge line may be closed
  • can handle liquid with large amounts of solids
  • no close metal-to-metal fits
  • no valves involved in pump operation
  • maintenance costs are lower
  • Disadvantages
  • cannot be operated at high discharge pressures
  • must be primed
  • maximum efficiency holds for a narrow range of
    operating conditions
  • cannot handle viscous fluids efficiently

39
Moving Gases
  • Compression ratio Pout/Pin
  • Fans large volumes, small discharge pressure
  • Blowers compression ratio 3-4, usually not
    cooled
  • Compressors compression ratio gt10, usually
    cooled.
  • Centrifugal (often multistage)
  • Positive displacement

40
Fan Impellers
41
Two-lobe Blower
42
Reciprocating Compressor
43
Centrifugal Pump Symbols
44
Pump Curves
  • For a given pump
  • The pressure produced at a given flow rate
    increases with increasing impeller diameter.
  • Low flow rates at high head, high flow rates at
    high head.
  • Head is sensitive to flow rate at high flow
    rates.
  • Head insensitive to flow rate at lower flow
    rates.

45
Pump Curve- used to determine which pump to
purchase.- provided by the manufacturer.
46
Pump Curve
47
NPSH and Cavitation
  • NPSH Net Positive Suction Head
  • Frictional losses at the entrance to the pump
    cause the liquid pressure to drop upon entering
    the pump.
  • If the the feed is saturated, a reduction in
    pressure will result in vaporization of the
    liquid.
  • Vaporization bubbles, large volume changes,
    damage to the pump (noise and corrosion).

48
Pressure Profile in the Pump
49
NPSH
  • To install a pump, the actual NPSH must be equal
    to or greater than the required NPSH, which is
    supplied by the manufacturer.
  • Typically, NPSH required for small pumps is 2-4
    psi, and for large pumps is 22 psi.
  • To calculate actual NPSH
  • NPSHactual Pinlet-P (vapor pressure)
  • Pinlet P(top of tank, atmospheric) ?gh -
    2?fLeqV2/D

50
What if NPSHactual lt NPSHrequired?
  • INCREASE NPSHactual
  • cool liquid at pump inlet (T decreases, P
    decreases)
  • increase static head (height of liquid in feed
    tank)
  • increase feed diameter (reduces velocity, reduces
    frictional losses) (standard practice)

51
Regulating Flow from Centrifugal Pumps
  • Usually speed controlled motors are not provided
    on centrifugal pumps, the flow rate is changed by
    adjusting the downstream pressure drop (see pump
    curve).
  • Typical installation includes a flow meter, flow
    control valve (pneumatic), and a control loop.

52
Typical Installation
operator set-point
53
Designing Pump Installations
  • use existing pump vendor, note spare parts the
    plant already stocks.
  • select desired operating flow rate, maximum flow
    rate.
  • calculate pressure drop through discharge piping,
    fittings, instrumentation (note if flow control
    is desired need to use pressure drop with control
    valve 50 open).

54
  • add safety factor to calculated head 10 psig
    spec pump for 20 psig, 150 psig spec pump for 200
    psig.
  • using head and flow rate, select impeller that
    gives efficient operation in region of operating
    flow rate.
  • vertical location of pump compared to level of
    influent tank (NPSH).
  • if want to control flow rate spec and order
    flow meter and flow control valve also.
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