Title: Piping and Pumping
1Piping and Pumping
Chemical Engineering and Materials
Science Syracuse University
- Process Design
- CEN 574
- Spring 2004
2Outline
- 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
3Piping 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.
5References
- 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.
6Pipe 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.
7Plan View
piping chase
reactor
steam header
40 ft
feed tank
60 ft
35 ft
50 ft
8Layout View Looking Down
steam header
40 ft
feed tank
piping chase
45 ft
30 ft
reactor
10 ft
reactor
35 ft
50 ft
9Plan View
piping chase
reactor
out in
steam header
40 ft
feed tank
60 ft
35 ft
50 ft
10Layout View
steam header
85 ft
30 ft
feed tank
20 ft
35 ft
60 ft
10 ft
10 ft
reactor
11Pipe 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.
12Size the Pump
- Determine optimum pipe size.
- Determine pressure drop through pipe run.
200 ft
globe valve
check valve
150 ft
100 gpm
13Optimum 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
. -
14Optimum Pipe Diameter
Total Cost
Annualized Capital Cost
Pumping Power Cost
15Example
- Two methods to determine the optimum diameter
- Velocity guidelines and Nomograph.
- Example What is the optimum pipe diameter for
100 gpm water.
16(No Transcript)
17Using 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.
18Nomograph -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.
19Practice 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
20Piping 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.
21Calculating 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
23Loss 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
25Find the Pressure Drop
400 ft
50 ft
check valve
400 gpm water 4 in pipe
26Estimating Pipe Costs
- Use charts from Peters and Timmerhaus.
- Pipe
- Fittings (T, elbow, etc.)
- Valves
- Insulation
- Hangars
- Installation
27Note not 2003
/linear ft
28Pumps Moving Liquids
- Centrifugal
- Positive displacement
- Reciprocating fluid chamber stationary, check
valves - Rotary fluid chamber moves
29Centrifugal Pumps
30(No Transcript)
31Centrifugal Pump Impeller
32Positive 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
33Positive Displacement Reciprocating (plunger)
34Positive Displacement Rotary
- Gear, lobe, screw, cam, vane
- For viscous fluids up to 200 atm
- Very close tolerances
35Positive Displacement Rotary
36Comparisons 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
37Comparisons 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
38Centrifugal 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
39Moving 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
40Fan Impellers
41Two-lobe Blower
42Reciprocating Compressor
43Centrifugal Pump Symbols
44Pump 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.
45Pump Curve- used to determine which pump to
purchase.- provided by the manufacturer.
46Pump Curve
47NPSH 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).
48Pressure Profile in the Pump
49NPSH
- 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
50What 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)
51Regulating 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.
52Typical Installation
operator set-point
53Designing 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.