Procedure for Pump Modeling

The Purpose for preparing this Blog is, to understand the methods of Pump modeling in Caesar-II for various configurations of pumps. Also, to understand inputting of temp. /press. Profiles, when number of pumps used in a single system. This Blog helps in studying various scenarios & cases of pumps.

REQUIRED DOCUMENTS:

Pump vendor drawing.
Pump Line isometric.
P & ID for the line.

PUMP MODELING IN CAESAR-II

Most commonly used centrifugal pumps are:

End suction – Top discharge
Top suction – Top discharge
Side suction – Side discharge

For above mentioned pumps detail modeling procedure in CAESAR-II is given as below.

A. End suction – Top discharge:

1- A) When discharge nozzle is on shaft center-line:

Modeling of Suction/Discharge side (REFER FIG 1a).

Discharge nozzle is on shaft center-line

10-20 : Model Node 10-20 as rigid element & input flange weight (piping side flange) w.r.t flange rating. Define restraint i.e. Anchor at Node 20 with C- Node 21 to get the loads of pump nozzle due to piping reactions. This load value should be less than allowable values. Also, define Pump name, nozzle name/type in the node name field, in ‘TO’ tab, as shown in an example.

21-30 : Model Node 21-30 as rigid element with zero weight (diameter approximately equal to pump casing diameter and thickness equal to pipe wall thickness) to node 30.Define Anchor at node 30 i.e. at fixed point.

1- B) When discharge nozzle is off-set with shaft center-line:

Modeling of Discharge side (REFER FIG 1b).

Discharge nozzle is off-set with shaft center-line

10-20 : Model Node 10-20 as rigid element & input flange weight (piping side flange) w.r.t flange rating. Define restraint

i.e. Anchor at Node 20 with C-Node 21 to get the loads of pump nozzle due to piping reactions. This load value should be less than allowable values. Also, define Pump name, nozzle name/type in the node name field in ‘TO’ tab.

21-30 : Model Node 21-30 as rigid element with zero weight (diameter approximately equal to pump casing diameter and thickness equal to pipe wall thickness) to node 30.

30-40 : Model 30-40 as rigid element with pipe properties same as for node 21-30, from offset point of discharge nozzle (node 30), to node 40, with distance ‘d1’.Define Anchor at node 40 i.e. at Fixed point.

For suction side modeling procedure is same as given in 1-A, (refer FIG. 1a).

B. Top suction – Top discharge:

2-A) When nozzles are on shaft center-line:

Modeling of Suction & Discharge side (REFER FIG 2a).

Top Suction-Top Discharge nozzle, nozzle are on shaft center line

10-20 : Model Node 10-20 as rigid element & input flange weight (piping side flange) w.r.t flange rating. Define restraint i.e. Anchor at Node 20 with C- Node 21 to get the loads of pump nozzle due to piping reactions. This load value should be less than allowable values. Also, define Pump name, nozzle name/type in the node name field, in ‘TO’ tab.

21-30 : Model Node 21-30 as rigid element with zero weight (diameter approximately equal to pump casing diameter and thickness equal to pipe wall thickness) to offset point of discharge nozzle (node 30).

30-40 : Model 30-40 as rigid element with zero weight. Pipe properties are same as for node 21-30, with distance ‘d/2’ .Define Anchor at node 40 i.e. at fixed point. Refer NOTE-1 given below.

Top Suction-Top Discharge nozzle, nozzle are on shaft center line

NOTE-1: - For above type of pumps, fixed point is assumed exactly at center of distance between suction & discharge nozzle. Such type of modeling can be use only at preliminary stages of the projects, when data such as displacements of nozzles from fixed point or anchor location is not available. Stress-Analyst should ask the vendor for the displacement value of each nozzle before AFC.

2-B) When nozzles are off-set with shaft center-line:

Modeling of Suction/Discharge side (REFER FIG 2b).

Top Suction-Top Discharge nozzle, nozzle are off-set with shaft center line

10-20 : Model Node 10-20 as rigid element & input flange weight (piping side flange) w.r.t flange rating. Define restraint i.e. Anchor at Node 20 with C-Node 21 to get the loads of pump nozzle due to piping reactions. This load value should be less than allowable values. Also, define Pump name, nozzle name/type in the node name field in ‘TO’ tab.

21-30 : Model Node 21-30 as rigid element with zero weight (diameter approximately equal to pump casing diameter and thickness equal to pipe wall thickness) to node 30.

30-40 : Model 30-40 as rigid element with pipe properties same as for node 21-30, from offset point of discharge nozzle (node 30), to node 40, with distance ‘d1’ for suction and ‘d2’ for discharge side. Define Anchor at node 40 i.e. at fixed point.

Top Suction-Top Discharge nozzle, nozzle are off-set with shaft center line

2-C) When nozzles are off-set with each other & shaft center line:

Modeling of Suction/discharge side (REFER FIG 2c).

Top Suction-Top Discharge nozzle, nozzle are off set with each other & shaft center line

10-20 : Model Node 10-20 as rigid element & input nozzle flange weight w.r.t flange rating. Define restraint i.e. Anchor at Node 20 with C-Node 21 to get the loads of pump nozzle due to piping reactions. This load value should be less than allowable values. Also, define Pump name, nozzle name/type in the node name field, in ‘TO’ tab.

21-30 : Model Node 21-30 as rigid element with zero weight (diameter approximately equal to pump casing diameter and thickness equal to pipe wall thickness) offset point of discharge nozzle node 30 with pump shaft center line.

30-40 : Model 30-40 as rigid element, with pipe properties same as node 21-30, from offset point of discharge nozzle (node 30) to node 40, with distance ‘d1’ for suction and ‘d2’ for discharge side.

40-50 : Model 40-50 as rigid element, with same pipe properties as node 21-30, from intersection point of nozzle line to shaft center line (node 40), to node 50,with distance ‘d3/2’. Define Anchor at node 50 i.e. a Fixed Point.

Top Suction-Top Discharge nozzle, nozzle are off set with each other & shaft center line

C. Side suction – Side discharge:

3-A) When nozzles are in-line with each other:

Modeling of Suction/Discharge side (REFFERING FIG 3a).

Side Suction-Side Discharge nozzle, nozzle are in-line with each other

For modeling of suction/discharge side of pump, refer modeling procedure given for End suction Top discharge pump in 1 .A, with REFER Fig 3a given below.

Side Suction-Side Discharge nozzle, nozzle are in-line with each other

3-B) Modeling of Suction/Discharge side:

When nozzles are offset with each other (REFER fig 3b).

Side Suction-Side Discharge nozzle, nozzle are offset with each other

10-20 : Model Node 10-20 as rigid element & input flange weight (piping side flange) w.r.t flange rating. Define restraint i.e. Anchor at Node 20 with C-Node 21 to get the loads of pump nozzle due to piping reactions. This load value should be less than allowable values. Also, define Pump name, nozzle name/type in the node name field.

30-40 : Model 30-40 as rigid element with pipe properties same as for node 21-30, with distance ‘d/2’.Define Anchor at node 40 i.e. at fixed point. Refer NOTE-1 given in 2-A.

Side Suction-Side Discharge nozzle, nozzle are offset with each other

TEMPERATURE/PRESSURE PROFILES USED WHILE ANALYSIS:

Load cases for the pump connected lines are discussed below.

INPUTTING OF TEMPEARTURE & PRESSURE PROFILE FOR THE PUMP SYSTEM:

When two or more pumps are used in a system then from stress analysis point of view the different load cases are made. Like,

All pump operating.
Operating & stand by philosophy of Pumps.

This point should be discussed with Process dept. before preliminary analysis, regarding operating & stand-by philosophy for two pumps, operating & stand-by philosophy for three or more pumps, steam-out philosophy, etc. Load cases to be made at operating temperature, design temperature and steam-out temperature (If required from process/vendor).

For the pump, which is not operating, ambient/base temperature should be considered from shut-off valve flange.

A) When two pumps are present in the system:

Inputting for temperature & pressure can be made as shown below Fig. 4a.

Case 1: When both pumps are in operating condition, input design and operating temperature/pressure from node 10-20-30-40-50-PUMP-A & 10-60-70-80- PUMP-B.

Case 2: When pump “A” is operating and pump “B” is stand-by, input design and operating temperature/pressure for node 10-20-30-40-50- PUMP-A, from 10-60-70 up to shut-off valve flange and input base temperature/pressure from node 70-80-90-PUMP-B.

Case 3: When pump “B” is operating and pump “A” is stand-by; input design and operating temperature/pressure from node 10-60-70-80-PUMP-B, from node 10-20-30 up to shut-off valve flange and input base temperature/pressure from 30- 40-50-PUMP-A.

B) When three pumps are present in the system:

Inputting for temperature & pressure can be made as shown below Fig.

Case1: When three pumps are in operating condition, input design and operating temperature/pressure for whole system.

Case 2: When pump “A & B” are operating and pump “C” is stand-by, input design and operating temperature/pressure from node 10-20-30-40-50-PUMP-A, from 10-60-70-80-PUMP-B and from node 10-90-100 up to shut-off valve flange. Input ambient temperature/pressure for 100-110-120-PUMP-C.

Case 3: When pump “A & C” are operating and pump “B” is stand-by, input design and operating temperature/pressure from node 10-20-30-40-50-PUMP-A, from node 10-90-100-110-120-PUMP-C, from node10-60 up to valve flange and input ambient temperature/pressure for 60-70-80-PUMP-B.

Case 4: When pump “B & C” are operating and pump “A” is stand-by, input design and operating temperature/pressure from node 10-60-70-80-PUPM-B, from node 10-90-100-110-120-PUMP-C, from node 10-20-30 up to shut-off valve flange and input base temperature/pressure for 30-40-50-PUMP-A.

WNC (Weight No Content) Load case:

The basic philosophy for “WNC” is to find out the magnitude of the piping flange displacement at the mating point before cold alignment.

For “WNC” case, make the pump flange anchor node free and replace the spring support to rigid support. Some Companies while performing WNC, keep the spring support as design.

Procedure for defining WNC case:-

1.Go in load case spread sheet.

2.Drag the “WNC” from side menu to load case row.

3.Select “Sustain case”.

Run the case and get the displacement at the pump nozzles, this displacement should be less allowable displacement asper API RP 686 or less than 2mm (Should be inline with Project Design Bases) or consult mechanical department to get allowable deflection.

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