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Oil & Gas Processing Plants
Design and Operation
Training Course
DGEP/SCR/ED/ECP - 24th March-4th April 2003
ROTATING EQUIPMENT
DGEP/SCR/ED/ECP - 24th March-4th April 2003
DGEP/SCR/ED/ECP 3
CONTENT
Pumps
DGEP/SCR/ED/ECP 4
PUMPS
• Pumps classification
• Centrifugal pumps performance
• Centrifugal pumps in operation
DGEP/SCR/ED/ECP 5
PUMPS CLASSIFICATION
• Volumetric (Positive Displacement)
- Reciprocating (Chemical lnj : TEG Circulation, ...)
- Rotating (Lube oil, Viscous fluids, ...)
• Dynamic (Variable Head)
- Centrifugal (General Process, Liquid Exports, ...)
- Axial (Very high flowrate : Cooling water, ...)
DGEP/SCR/ED/ECP 6
PUMPS
DGEP/SCR/ED/ECP 7
GEAR PUMPS
DGEP/SCR/ED/ECP 8
SCREW PUMPS
DGEP/SCR/ED/ECP 9
PUMPS
DGEP/SCR/ED/ECP 10
HORIZONTAL ‘ IN-LINE ’ PUMPS
DGEP/SCR/ED/ECP 11
MULTISTAGE - AXIALLY SPLIT ALONG THE HORIZONTAL CENTER LINE
(HORIZONTAL JOINT SURFACE)
DGEP/SCR/ED/ECP 12
‘ LIGHT PROCESS ’ - PUMP - ‘ API ’
DGEP/SCR/ED/ECP 13
MULTISTAGE - AXIALLY SPLIT ALONG THE VERTICAL CENTER LINE
(VERTICAL JOINT SURFACE)
DGEP/SCR/ED/ECP 14
VERTICAL ‘ IN - LINE ’ PUMP
DGEP/SCR/ED/ECP 15
‘ LIGHT PROCESS ’ - PUMP - ‘ EUROPEAN ’
DGEP/SCR/ED/ECP 16
‘ HEAVY PROCESS ’ - PUMP -
DGEP/SCR/ED/ECP 17
VERTICAL ‘ SUMP ’ PUMP
DGEP/SCR/ED/ECP 18
VERTICAL ‘ BARREL ’ OR ‘ CANNED ’ PUMP
DGEP/SCR/ED/ECP 19
LIQUID HYDRAULIC PATH IN A CENTRIFUGAL PUMP
DGEP/SCR/ED/ECP 20
PRESSURE VELOCITY EVOLUTION IN A CENTRIFUGAL PUMP
DGEP/SCR/ED/ECP 21
The logical steps in the initial selection of a pump are as follows :• Determine the flowrate• Design the piping system• Determine the differential head = static + dynamic• Flow & head = the pump duty point• Net positive suction head available• Select a pumpFlowrateDetermined by No of pumps operated simultaneously.No of pumps : Plants reliability and the criticality of the service.In critical service :2 x 100% or 3 x 50%
PUMPS
DGEP/SCR/ED/ECP 22
• Static Head difference : the difference in levels between the starting point of the system.
• Pressure Head difference : the difference in static pressure between the starting point and the finishing point of the system.
• Frictional Resistance : the head due to the resistance to flow as the liquid moves through the system.
DIFFERENTIAL HEAD
DGEP/SCR/ED/ECP 23
• Calculate system resistance (Conservatism : high static level and pressure differential, and the highest expected pipe friction).
• Calculate system resistance (best case : low of static level and pressure differential and the lowest pipe).
• Plot these curves as the extremes expected from the behaviour of the system.
• Select pumping equipment that successfully meets all reasonably expected operating conditions.
STEPS FOR ESTIMATING PRESSURE DIFFERENTIAL
DGEP/SCR/ED/ECP 24
DIFFERENTIAL HEAD
Hmt = ---------------------- + (Zr - Za) + Hfa + Hfr(Pr - Pa)
g @ P,T
SYSTEM RESISTANCE CURVE
DGEP/SCR/ED/ECP 25
Qv = UR
Qv = ---------------
W = U
W = -------- = -----------
where :
: flow coefficient
: manometric coefficient
Qv : volumetric flowrate (m3/s)
U : peripheral speed (m/s)
R : impeller external radius (m)
N : rotational speed (RPM)
W : massic energy to fluid (J/kg)
2
NR3
302
P
(NR)2
(30) 2
CENTRIFUGAL PUMP - SINGLE STAGE PERFORMANCE
DGEP/SCR/ED/ECP 26
DIFFERENTIAL HEAD
DGEP/SCR/ED/ECP 27
RELATIONSHIP HEAD - FLOW
DGEP/SCR/ED/ECP 28
PUMP AND SYSTEM CURVE
DGEP/SCR/ED/ECP 29
HEAD-CAPACITY AND PIPING SYSTEM RESISTANCE CURVE
DGEP/SCR/ED/ECP 30
RELATIONSHIP POWER - FLOW
DGEP/SCR/ED/ECP 31
WHEN ‘ HALF CAPACITY ’ PUMPS AREIN PARALLEL SERVICE
QR1 = Rated capacity of each half capcity ’s pump
Qmax1 = Maximum capicity of single pump
Qmax2 = Maximum operating flow obtained by two half capcitys pumps in service
ANALYSIS OF MAXIMUM FLOW
DGEP/SCR/ED/ECP 32
FLOW OR TWO IDENTICAL PUMPS IN SERIES OPERATION
DGEP/SCR/ED/ECP 33
FLOW CONTROL BY VARYING PUMP SPEED
DGEP/SCR/ED/ECP 34
ESTIMATION OF CENTRIFUGAL PUMPS EFFICIENCY
DGEP/SCR/ED/ECP 35
PROCESS DATA SHEET PUMP
DGEP/SCR/ED/ECP 36
PUMP CALCULATION DATA SHEET
DGEP/SCR/ED/ECP 37
THE EFFECT OF VAPORIZATION ON THE HEAD-FLOW CURVE
DGEP/SCR/ED/ECP 38
THE DIFFERENCE BETWEEN REAL AND APPARENT CAVITATION
DGEP/SCR/ED/ECP 39
THE DIFFERENCE BETWEEN NPSH absolute AND NPSHR MEASURED USING AERATED WATER
DGEP/SCR/ED/ECP 40
NPRHA = ------ + -------- - --------Po
Co 2
2g
PVt
NPRHA = ----------------------------- + Za - Hfa(Pa - PVt)
g @ P,T
NPSH available
DGEP/SCR/ED/ECP 41
NPSH Required
NPRHR = From Pump vendor
NPSH Available
NPRHA = --------- + -------- - ---------
NPRHA = ---------------------- + Za – Hfa
NPRHA = NPRHR + 1 m
P0
C0
2
2g
PVt
(Pa - PVt)
g @ P,T
CENTRIFUGAL PUMP - SUCTION CAPACITY
DGEP/SCR/ED/ECP 42
Where:
Po = Dynamic press. at pump inlet Co = Fluid velocity at pump inlet P1 = Minimum pressure in pump Pa = Pressure in upstream vessel (bar) PVt = Vapor pressure of fluid @ T (bar)
= density G = gravity constantZa = Liquid level elevation in upstream vessel (m) Hfa = Suction pressure losses (m)
P, T = Pumping conditions
CENTRIFUGAL PUMP - SUCTION CAPACITY
DGEP/SCR/ED/ECP 43
TYPICAL CENTRIFUGAL PUMP PERFORMANCE CURVES
DGEP/SCR/ED/ECP 44
TOTAL MANOMETRIC HEAD
Hmt = ------------------
SHAFT POWER
Ps = -----------
Ps = ----------------------------
SpGr@P,T
P.10.2
36 PQv
g
Hmt Qv SpGr@P,T
367 g
CENTRIFUGAL PUMP - CHARACTERISTICS
DGEP/SCR/ED/ECP 45
where :
Hmt : manometric head (m)
P : pressure increase (bar)
SpGr : specific gravity (no unit)
Ps : shaft power (kW)
Qv : actual volumetric flowrate (m3/h)
overall efficiency
P,T : pumping conditionsg
CENTRIFUGAL PUMP - CHARACTERISTICS
DGEP/SCR/ED/ECP 46
Will cavitation occur at pump suction ?
The NPSH (available) :
NPSH(a) = Hs + hs - Ps - Pv
Hs = absolute pressure head (in suction vessel)
hs = minimum liquid level above pump suction centreline
Ps = friction losses in suction piping
Pv = vapour head
NPSHA > NPSHR(NPSHR obtained from the pump manufacturer)
NPSH
DGEP/SCR/ED/ECP 47
• The pump should be installed as close as practical to the liquid source.
• Inlet piping should be as short and as simple as possible.
• Minimise friction losses and maintain Net Positive Suction Head
at adequate levels at all intended flow rates.
• Avoid potential air or vapors traps ; eg : use flat-top reduces, avoid inverted loops, etc…
• Avoid swirl or uneven flow-avoid elbows, bends and other devices that change flow directions close to the pump. If unavoidable, it may be necessary to install flow straighteners.
SUCTION PIPING
DGEP/SCR/ED/ECP 48
AFFINITY LAWS
DGEP/SCR/ED/ECP 49
LOW FLOW RECIRCULATION BY ‘ FIC ’
DGEP/SCR/ED/ECP 50
LOW FLOW RECIRCULATION BY OUTLET CHECK VALVE
DGEP/SCR/ED/ECP 51
DGEP/SCR/ED/ECP 52
DGEP/SCR/ED/ECP 53
Nautilus is a subsea 1.3 MW electrically driven multiphase booster station.
The development of this project is being led by TOTAL with Sulzer having overall responsibility for thepump/motor unit.
Nautilus has been designed for installation up to about 60 km (37 miles) from the receiving platformwhich is therefore expected to improve significantly the economic viability of subsea satellite or remote fields.
NAUTILUS PROJECT
DGEP/SCR/ED/ECP 54
PUMP PACKAGE FEATURES AND BENEFITS
DGEP/SCR/ED/ECP 55
DGEP/SCR/ED/ECP 56
Centrifugal pump with inducer
DGEP/SCR/ED/ECP 57
Performance correction chart for viscous flow
DGEP/SCR/ED/ECP 58