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Irrigation Professionals with quest
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Plot PlansIntroductionOne of the mo
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Drawing ToolsThere are just a few t
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Measure the PropertyTake careful me
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Trees, water meters, and other item
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Step 2 - Redraw On Graph PaperThe n
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SymbolsIn order to distinguish betw
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Make sure the drawing is dated and
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Step 4 - Group Sprinklers Into Zone
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Basic HydraulicsIntroductionHydraul
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How Pressure is Created By the Weig
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Does the Shape or Size of the Conta
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L O W24 VAC 50-60 Hz60mA INRUSH60mA
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Factors Affecting Dynamic PressureW
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INSIDE DIAMETER (i.d.) of the pipe:
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LENGTH is the fourth factor affecti
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D) SDR -Standard Dimension Ratio -
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1. Look in the left column (FLOW G.
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SummaryThere is a limited amount of
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DefinitionsUse the diagram below al
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Calculating Dynamic Pressure at Des
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D. Estimate Pressure Available at
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Line #5 - Service Line: This is the
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Line #11 - Volume Through the Meter
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C. Calculate Dynamic Pressure at De
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Line #16 - Pressure Loss in the Wat
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Line #21 - Pressure Change Due to E
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Design ProblemMany times, you will
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III. Systems Supplied by a PumpCalc
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D. Estimate Pressure Available at
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Line #5 - Pressure at POC: If the P
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Sample Problem: 13.5 GPMC) Read acr
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D. Estimate Pressure Available at"W
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(METERED SYSTEMS)Design Capacity an
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(METERED SYSTEMS)Design Capacity an
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(METERED SYSTEMS)Design Capacity an
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(METERED SYSTEMS)Design Capacity an
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(PUMP SYSTEMS)Design Capacity and W
- Page 77 and 78: (PUMP SYSTEMS)Design Capacity and W
- Page 79 and 80: Sprinkler SelectionIntroductionThe
- Page 81 and 82: Spray HeadsFixed spray heads may be
- Page 83 and 84: Selecting the Proper SprinklerNow t
- Page 85 and 86: Precipitation RateExpressed in inch
- Page 87 and 88: Sprinkler Watering PatternsMost spr
- Page 89 and 90: Choosing Nozzles for Gear Driven Ro
- Page 91 and 92: 5) Sprinkler Watering Patterns - Be
- Page 93 and 94: HydrozonesA hydrozone is a portion
- Page 95 and 96: Triangular spacing is usually the p
- Page 97 and 98: and flow rate, the smaller the spri
- Page 99 and 100: perpendicular (see Figure 33). Many
- Page 101 and 102: “symmetrical” layout, and they
- Page 103 and 104: Head spacing in narrow areas is det
- Page 105 and 106: Head placement is complicated becau
- Page 107 and 108: Figure 40PGJ
- Page 109 and 110: On larger slopes, a combination of
- Page 111 and 112: SummarySprinkler head placement is
- Page 113 and 114: Backflow PreventionIntroductionBack
- Page 115 and 116: System LayoutLaying out a system be
- Page 117 and 118: Backflow Preventer LocationLocal pl
- Page 119 and 120: time. Station run time can be tempo
- Page 121 and 122: Pipe Sizing Using the Friction Loss
- Page 123 and 124: Backflow Preventer and Valve Sizing
- Page 125 and 126: Friction LossesIntroductionCalculat
- Page 127: 5. Multiply your answer by the leng
- Page 131 and 132: Sample Problem:1.67= 0.0167 psi los
- Page 133 and 134: Step 2Step 3Step 4Step 5Step 6Sprin
- Page 135 and 136: Using the acceptable 10% allowance:
- Page 137 and 138: SummaryCalculating the friction los
- Page 139 and 140: Friction Loss CalculationsZone Numb
- Page 141 and 142: Friction Loss CalculationsZone Numb
- Page 143 and 144: Precipitation RatesIntroductionToda
- Page 145 and 146: Sprinkler Precipitation RatesVersus
- Page 147 and 148: Area CoveredArc by Sprinkler Flow90
- Page 149 and 150: The Sprinkler Spacing MethodThis me
- Page 151 and 152: Use of Precipitation Rates in Lands
- Page 153 and 154: Irrigation SchedulingIntroductionUl
- Page 155 and 156: Crop coefficient. Different plants
- Page 157 and 158: ET Evaporation of soil surface wate
- Page 159 and 160: Soil Intake RateSoil texture will p
- Page 161: What You Need to KnowAs previously