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Sheet7 (3)
CALCULATIONS
Pivot/Linear Specifications
Pivot/Linear Type: Valley Standard 7000
Machine Length: 600.4 (feet) End Gun Radius: 83.5 (feet)
Base Pressure: 48 psi Pipe Diameter: 6 (inches)
Flowrate(GPM): 250 gpm
Wetted Length: 683.9 feet
Application Rate
See Manufacturers Specifications Sheet
Travel Speed
See Manufacturers Specifications Sheet
Mainline Velocit
Velocity = .408 x Flowrate / pipe diameter squared feet/sec."
' For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity-- 2.83 ft/sec.
Maximum Mainline Friction Loss
Most distant hydrant: P1
Total distance: 1500 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.44 feet/100 feet
Max. Mainline Loss = 6.6 feet or 2.8 psi
Maximum Machine Friction Loss
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.50 feeU100 feet
Max. Mainline Loss = 3.0 feet or 1.3 psi
Page 1
Sheet7 (3)
Total Dynamic Head
Base Pressure:
48 psi
Loss through machine:
1.3 psi
Elevation head:
4.3 psi
Mainline loss:
2.8 psi
Suction head and lift:
2.3 psi
5% fitting loss:
2.9 psi
TOTAL(TDH) =
61.7 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley
Pump Efficiency: 50 %
Horsepower Required: 18.0 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: 7460 feet
Soil Bearing Strength: 1200 feet
End Cap:
6.2 ft2
90 degree elbow:
8.8 ft2
Tee:
4.4 ft2
45 degree elbow:
4.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 160 psi
Max. Pressure on system when running: 61.7 psi
70% of Pressure Rating: 112 psi
142.4 feet
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
NPSHA: 17
NPSHR: 12 *from pump curve
If NPSHA>NPSHR OK
Page 2
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CT
ENCHHM
Project Name - Kenneth Jones
Version Name - Kenneth Jones -Version
Map Point Summary r LLFMT
S
-77.65364591076137
Land Buffer
35.08136338397516
-
Land Buffer
35.08104840802901
-77.65380281998776
Land Buffer
35.081715672704206
-77.65367943837322
I
Z
Pump
35.078208082203034
-77.65234906270167
Pump
35.078208082203034
-77.65235979153715
T
Power Pole
35.08016493242229
-77-65393156601954
Power Pole
35.081189982733356
-77.65404153658997
Power Pole
35.081958213280885
-77.65412602617337
_--__�------------_ - ------_-- --. _..----..---------
Benchmark Bldgs. & Irrig. -165 S Kenansville Bypass, Kenansville, NC, 28349, UNITED STATES