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Enhancements and Modifications to the Full Equations Utilities (FEQUTL) Model, March 1995 to August 1999.
Note: This document is separate from the U.S. Geological Survey report by Franz and Melching (1997). This description of enhancements and modifications to the Full Equations Utilities Model has not been approved by the Director of the U.S. Geological Survey.

New subsection for section 5. Input Description for the Full Equations Utilities Model: Version 4.0, Franz and Melching (1997b), p. 80


Section 5.1a AXIALPMP Command


Right ArrowTo RELEASE.TXT

AXIALPMP COMMAND

AXIALPMP computes a 1-D table of Type 2 defining a net pump table for an axial-flow pump with losses for the inlet, inlet conduit, and outlet conduit included in the table. The conduits are assumed to always flow full in the computation of the losses. It is further assumed that the losses in the inlet and outlet conduits are given by the losses in fully developed flow. This is only an approximation because the inlet and outlet conduits are often short relative to their opening size. Thus the flow may not have the distance required to become fully developed.
The axial-flow pump is assumed to have a specific speed of 12,000 (flow in gallons per minute, speed in revolutions per minute, and head in feet) and a dimensionless head-capacity curve similar to that given in Daugherty and Franzini(1977, p. 513). The head-capacity relation is defined for a given pump when the design head and the design flow are given. It is assumed that these design points are at maximum efficiency for the pump.
Each pump is assumed to have an identical inlet, inlet conduit, and outlet conduit. If multiple pumps share an inlet and outlet conduit, then AXIALPMP should be used to compute the aggregate pump capacity table excluding the inlet, inlet conduit, and outlet conduit. The command PUMPLOSS should then be used to compute the losses in the inlet, inlet conduit, and outlet conduit.

LINE 1
 

Variable: QUNIT
Format:  6X, F10.0
Example: QUNIT= 0.002228
Explanation:
Gives the conversion factor to convert the design flows given below to the flow required for the FEQ simulation. For example, pump capacities are often given in gallons per minute. However, FEQ requires flows to be in cubic feet per second when the United States customary units are used. The example value of QUNIT then converts from gallons per minute to cubic feet per second.

LINE 2-5
 

Variable: HEADING
Format:  A112
Example:
Net
Number
Inlet
Inlet
Outlet
Outlet
Inlet
Pump
Pump
 
Pump
of =
Conduit
Conduit
Conduit
Conduit
Loss
Design
Design
 
Table
Pumps
Length
Table
Length
Table
Factor
Head
Q(gpm)
Label
------- ------- ------- ------- ------- ------- ------- ------- ------- -------
Explanation: 
Gives the descriptive headings for the lines of input to follow. There must be four lines in the descriptive heading. It is best to cut and paste the headings from an example input for FEQUTL.

LINE 6
 

Variable:  NET_PUMP_TAB, NUMBER_OF_PUMPS, INLET_LENGTH, INLET_TAB, OUTLET_LENGTH, OUTLET_TAB, INLET_LOSS_FACTOR, H_DES Q_DES, LABEL
Format:  2I8,F8.0,I8,F8.0,I8,3F8.0,1X,A50
Example: 3204 1 30.0 36 60.0 36 0.40 7.0 15000. Pump for C24C3
Explanation: 
All input fields but the last are 8 columns wide and COLUMNS ARE IMPORTANT. No part of any input item should fall outside of its field. Note that the headings define the field width.
NET_PUMP_TAB is the table number to use for the net-pump capacity table to be computed. 
NUMBER_OF_PUMPS is the number of identical pumps working in parallel. All pumps are assumed to be operating simultaneously. 
INLET_LENGTH is the length of the inlet conduit 
INLET_TAB is the table number of the cross-section function table computed for the inlet conduit using one of the commands (SEWER, MULPIPES, MULCON, FEQX, FEQXLST, FEQXEXT) provided by FEQUTL. If this table number is given as zero then losses in the inlet conduit and the inlet are taken to be zero. This option is provided in order to permit the computation of the capacity table for the pump without the losses in the inlet conduit or the inlet. The user can provide these losses from some other source in this case. 
OUT_LENGTH is the length of the outlet conduit. 
OUTLET_TAB is the table number of the cross-section function table computed for the outlet conduit using one of the commands (SEWER, MULPIPES, MULCON, FEQX, FEQXLST, FEQXEXT) provided by FEQUTL. If this table number is given as zero then losses in the outlet conduit are taken to be zero. This option is provided in order to permit the computation of the capacity table for the pump without the losses in the outlet conduit. The user can provide these losses from some other source in this case. If both the conduit cross-section table numbers are zero, then the capacity table computed is for the pump alone. 
INLET_LOSS_FACTOR gives the decimal fraction of the velocity head in the inlet conduit to apply to represent the loss of mechanical energy in the inlet to the inlet conduit. 
H_DES is the design head for the pump. Taken to be at point of maximum efficiency. 
Q_DES is the design flow for the pump in the units implied by QUNIT. Taken to be at the point of maximum efficiency. 
LABEL is upto 50 characters of descriptive information for the pump that will be placed after the heading line in the net capacity table for the pump. 

Notes: Line 6 is repeated for each pump for which a capacity table is desired. A negative value for the NET_PUMP_TAB terminates the command.

Left ArrowBack to Franz and Melching, (1997b), p.80, for section 5.2, CHANNEL Command