Sprinkler Designrr

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ReadmeSprinkler Irrigation Design Worksheet:Designed Use: This sprinkler design spreadsheet has been developed for small, simple irrigation projects.It's intended use is for a maximum NRCS Job Class of II under Practice Code (PC) 430-DD and PC 442.This relates to a maximum of 600 GPM, 7 fps, and 80 psi working pressure.This spreadsheet can only be used for wheeline or handline systems with buried PVC mainlines.Recommend running the IWM, Irrigation Water Management Worksheet Dos program before or in conjunctionwith this spreadsheet.Steps;Step 1 - "System design" (tab) must be run first. Fill in the required data input cells (gray with red numbers).Step 2 - "Est. cost and other data" (tab) can be run after step 1. Fill in the required data input cells(gray with red numbers). Some data is transferred from step 1 data input. This part of the spreadsheetcan be run to estimate the operating and maintenance costs and also calculate additional datafor NRCS documentation and/or the landowner.Questions;Questions can be directed to Greg R. Card, Civil Engineering Technician and the Redmond, OregonService Center. Phone No. 541-923-4358 Ext. 115 or e-mail [email protected] material used:New - National Engineering Manual, Part 652, Irrigation GuideNew - National Engineering Manual, Part 623, Irrigation Water RequirementsEngineering Field Manual, Chapters 3, and 15National Engineering Handbook, Section 15, Chapter 1, Soil-Plant-Water RelationshipsNational Engineering Handbook, Section 15, Chapter 8, Irrigation Pumping PlantsNational Engineering Handbook, Section 15, Chapter 11, Sprinkler IrrigationRainbird Impact Sprinkler nozzle catalog and Rainbird Slide-rulerCornell Pump CatalogWaterman Irrigation Catalog - ARV & PRV sectionResource data required to use this Spreadsheet;Maps;FSA aerial photos or farm plan , 7.5 min. topog. Map and soils mapField visit;Locate and determine what modications are needed to existing delivery system.Landowners existing management & operation.Landowners proposed management & operation of new system.Type of irrigation system, I.e. wheeline or handline.Proposed crop(s) and rotation crops.Other recommended computer programs:1.) Recommend running the IWM, Irrigation Water Management Worksheet - Dos program in conjunctionwith this spradsheet.2.) For the example job - Mr. Joker there is an AutoCAD LT version 12 file included called sprinkler.dwg.Recommend using this drawing and making edits to text and layout as needed to meet your project.Printing and Protection:Each individual spreadsheet (tabs) within this Excel - Design Aid is set-up (margins, etc.)to print to an HP 4MV laser printer.All spreadsheets are protected from tampering with the formulas and text. If there is a needto modify something, please contact me at the numbers and address above.Readme - Sprinkler Design.xls

Step 1-System designSPRINKLER IRRIGATION DESIGN WORKSHEETUSE; This Sprinkler design aid should not be used on any project larger than 600 GPM. Based upon NRCS Job Class IIon the Skill Matrix Worksheet for Practice Code (PC) 430-DD, Irrigation Water Conveyance, High Pressure plastic pipeand PC 442, Sprinkler system design. DATA INPUT: Gray areas (red no.'s). DATA OUTPUT: White cells (Blue no.'s).Landowner:Mr. JokerCounty:KlamathDistrict:KlamathDRAFT- Version 2 - 24-00Address:1515 NE Rocky rd.Location:Sec. 3, T3S, R13EDeveloped By: Greg R. CardKlamath Falls, OR. 97601Checked by:Date:541-923-4358 Ext. 115Prepared by:Greg R. CardDate:13-Mar-03Job Class:[email protected]:Acres to Irrigate80Water SourceDitchField Slope (%)1Water Right (gpm)896Type of SystemXWheelineHandlineOtherEst. Ave. Wind Speed (mph)5DirectionNWSoil;Type (Description & Texture)Forney - Loamy Fine SandSoil No.19 ADepth (ft.)4Max. Allowable Sprinkler Applic. Rate (in./hr.)0.5Total moisture holding capcity per foot increment0-11-22-33-44-5(in./in.)0.120.120.120.120(inches)1.441.441.441.440Total moisture holding capacity (in.)5.76Crop;Planned CropP. GrassRotation CropnoneClimate StationKlamathMature Crop Root Zone Depth (ft.)3See NEM, Part 652 Irrig.Guide, Chp. 3Moisture Allowable Deficiency (MAD %)50%See NEM, Part 652 Irrig.Guide, Chp. 4Managed Root Zone depth (ft.)3.5Total water holding capacity at extraction depth (in.)5.04Crop Requirements;Net moisture to be replaced (in.)2.52Note: Not exact, uses ave. of all incrementsDesign Irrigation System efficiency (%)65%See Table 2 belowGross Application (in.)3.88Crops peak Evaportranspiration use (in./day)0.24See NEM, Part 652 I.G., Chp.4 or WebsiteMaximum Irrig. Frequency (days)10.5http://mac1.pn.usbr.gov/agrimet/** SPRINKLER DESIGN:Sprinkler spacing (ft.)40Lateral spacing (ft.)60See Table 1 belowDesigned number of hours per set (hr's)11.5Application rate required (in./hr.)0.34Sprinkler head makeRainbirdNozzle size (in.)13/64Model30EWHGPM8.0at PSI of45= Wetted Dia. (ft.)106Calculated Applic. rate (in./hr.)0.32Should be < or equal to App. Req'd andmaximum allowable for soilTable 1Table 2Sprinkler spacing on laterals and mainlineDepth of WaterApplic. RateApplic. Rateshould not exceed the following spacing basedApplied< 0.5 in./hr.> 0.5 in./hr.on the wetted sprinkler diameter.Wind 0-4 MPH< 2.0 in.6570Ave. Wind VelocityLateralsMainline> 2.0 in.7075Less than 5 MPH0.5 x dia.0.65 x dia.Wind 4-10 MPH< 2.0 in.60655 MPH0.5 x dia.0.65 x dia.> 2.0 in.657010 MPH0.5 x dia.0.65 x dia.Wind 10-15 MPH< 2.0 in.5560Greater than 10 MPH0.5 x dia.0.65 x dia.> 2.0 in.6065** ATTACH a complete layout map showing elevations, pump location, water source, mainline layout, laterallayout, nozzle spacing, riser spacing, all pipe lengths, air vacuum & press. Relief valves, thrust blocks, etc.System Design - Sprinkler Design.xls Page 1 of 3** LATERAL DESIGN:Note: Recommended use with Rainbird slide rulerType and sizeAlum wheeline 5" dia.pipe - 5' wheelsNote: Use largest field and longest lateral.Laterals required (ea.)1based on set time & crop needsNote: Check number of riser div. By moves perday. Should be < or equal to Max. Irrig. FrequencyTotal laterals on field(s)2Designed Ave. operating pressure for lateral (PSI)45Longest lateral:Total (ft.)1280Note: Longest lateral in the system.No.SpacingGPM/Nozz.Dia.FrictionTotal FrictionNozzles(ft.)(in.)(PSI)Loss (ft.)33408.052.25.1008.0000.0Note: Use if lateral has two pipe sizesPressure loss in longest lateral (PSI)2.29