HomeMy WebLinkAboutFire Flow / r Water isLife Exhibit A
Power isProgress Fire Hydrant
9 Flow Test
Service is Pride
College Station
CommunNy Owned
1601 GRAHAM ROAD
COLLEGE STATION TEXAS 77845
Date: 29 MARCH 2004
Number pages including cover sheet - 1
Fax to: 693 -2554
Attention: GAYLA MESSARRA
Company: MCCLURE ENGINEERING
From: Butch Willis Water Wastewater Division
Phone: 979-764-3435 Fax: 979 - 764 -3452
FLOW TEST REPORT
Location: 3129 TEXAS
Flow hydrant number: F -042
Pitot reading: 95
(GPM): 1190
Static hydrant number: F -032
Static PSI: 105
H = Total head (ft.)
Residual PSI: 102 H = Elevation + Pressure Head
H =272 ft. + (102 psi / 0.43333)
A =507 ft.
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Exhibit C
Water System Analysis
For Allsize Storage
* * * * * * * * * * * * * * K Y P I P E * * * * * * * * * * * * * *
* University of Kentucky Hydraulic Analysis Program
* for the Distribution of Pressure and Flows in Pipe Network Systems *
* FORTRAN VERSION - 3.40 (01/02/91)
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
DATE: 3/30/2004
TIME: 9:54:29
INPUT DATA FILENAME allsize.dat
TABULATED OUTPUT FILENAME allsize.out
***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
S U M M A R Y O F O R I G I N A L D A T A
***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
U N I T S S P E C I F I E D
FLOWRATE IS EXPRESSED IN GPM AND PRESSURE IN PSIG
P I P E L I N E A N D P U M P D A T A
PIPE NO. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS K FIXED GRADE
(FEET) (INCHES)
1 0 1 540.0 6.0 150.0 1.40 507.00
2 1 2 370.0 8.0 150.0 .00
3 2 3 310.0 8.0 150.0 1.80
4 0 3 560.0 8.0 150.0 .40 507.00
A SUCCESSFUL GEOMETRIC VERIFICATION HAS BEEN COMPLETED
J U N C T I O N N O D E D A T A
JUNCTION NUMBER DEMAND ELEVATION CONNECTING PIPES
1 1253.00 276.00 1 2
2 1250.00 277.00 2 3
3 .00 275.00 3 4
O U T P U T O P T I O N D A T A
OUTPUT SELECTION: ALL RESULTS ARE OUTPUT EACH PERIOD
S Y S T E M C O N F I G U R A T I O N
THIS SYSTEM HAS 4 PIPES WITH 3 JUNCTIONS , 0 LOOPS AND 2 FGNS