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SR0084280_SSNL
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2600 - Land Use Program
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SR0084280_SSNL
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Last modified
11/19/2024 3:59:57 PM
Creation date
10/27/2021 11:35:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0084280
PE
2602
FACILITY_NAME
THE WINE GROUP
STREET_NUMBER
17000
Direction
E
STREET_NAME
STATE ROUTE 120
City
RIPON
Zip
95366
APN
24506029
ENTERED_DATE
9/28/2021 12:00:00 AM
SITE_LOCATION
17000 E HWY 120
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\tsok
Tags
EHD - Public
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Pump Selection for a Pressurized System-commerical Project <br /> Commercial <br /> Parameters <br /> Discharge Assembly Size 2.00 inches 300 <br /> Transport Length 200 feet <br /> Transport Pipe Class 40 <br /> Transport Line Size 2.00 inches <br /> IF-- <br /> Distributing Volvo Model None <br /> Max Elevation Lift 10 feet <br /> 141 1 ITT <br /> Manifold Length 62 feet 250 <br /> Manifold Pipe Class 40 <br /> TTT <br /> Manifold Pipe Size 2.00 inches <br /> Number of Laterals per Cell g <br /> Lateral Length 60 feet _ <br /> Lateral Pipe Class 40 <br /> Lateral Pipe Size1.00 inches _ <br /> Orifice Size 1/8 inches 200 <br /> Orifice Spacing 5 feet <br /> Residual Head 5 feet # X1 I I <br /> Flow Meter <br /> None inches "•- <br /> 'Add-on'Friction Losses 0 feet ^ <br /> Calculations 150 <br /> U <br /> Minimum Flow Rate per Orifice 0.43 qpm E -H4 <br /> Number of Orifices per Zone78 <br /> Total Flow Rate per Zone 34.1 gpm p <br /> Number of Laterals per Zone 6 }a <br /> 0 <br /> %Flow Differential 1 st/Last Orifice 3.8 % <br /> ~ FIT <br /> Transport Velocity 3.3 fps 100 I <br /> Frictional Head Losses <br /> Loss through Discharge 2.3 feet IJ I <br /> Loss in Transport 3.9 feet I <br /> Loss through Valve 0.0 feet t t <br /> 50 <br /> Loss in Manifold 0.3 feet <br /> Loss in Laterals 0.5 feet 77T I <br /> Loss through Flowmeter 0.0 feet <br /> 'Add-on,'Friction Losses 0.0 feet v <br /> j <br /> I TT <br /> Pipe Volumes -- <br /> Vol of transport Line 0 <br /> 34.9 gals 0 5 10 15 20 25 30 35 446 <br /> Vol of Manifold 10.8 gals Net Discharge(gpm) <br /> Vol of Laterals per Zone 16.2 gals <br /> Total Volume 61.8 gals <br /> Minimum Pump Requirements PumpData Legend <br /> Design Flow Rate 34.1 gpm PF3005 High Head Effluent Pump <br /> Total Dynamic Head System Curve:-- <br /> Y 22.1 feet 30 GPM,1/2HP <br /> 115/230V 10 60Hz,200V 30 6OHz Pump Curve:-- <br /> PF3007 High Head Effluent Pump Puntp Optimal Range:— <br /> 30 GPM,3/4HP <br /> 230V 10 60H2,200/460V 30 60Hz Operating Point: <br /> PF3010 High Head Effluent Pump Design Point:C <br /> 30 GPM,1 HP <br /> 230V 10 60Hz,2001460V 30 60Hz <br /> 40D PF3015 High Head Effluent Pump <br /> 30 GPM,1.1/2HP <br /> 230V 10 60Hz,200/230/460V 30 60Hz <br /> Or'enco <br /> 5 <br />
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