Nelson Pocket Guide

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sprinkler technology

Handy Pocket Guide

SAVE WATER, SAVE ENERGYand do a better job of irrigating.

water application solutions for

CENTER PIVOT IRRIGATION

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WATER APPLICATION SOLUTIONS FOR CENTER PIVOTSToday, the value of center pivots has increased even further as thetools available in the form of computer controls and sprinkler technologyhave reached a new plateau. Center pivot applications have alsoexpanded into the realm of applying not only water but also nutrientsand chemicals to the crop via fertigation and chemigation.

Advances in sprinkler technology for mechanized irrigation haveanswered many of the previous challenges. Today a grower can applywater and chemicals with precision uniformity and high irrigationefficiency. The improvements in irrigation efficiency, uniformity, andthe control of runoff illustrate major technological advancements.

UPGRADE YOUR SPRINKLER PACKAGE TODAY!10 REASONS TO RETROFIT / RENOZZLE YOUR PIVOT1. To add pressure regulators to compensate for pressure

fluctuations and stabilize flowrate.2. To replace old technology for better irrigation efficiency.3. To improve irrigation uniformity.4. To operate at lower pressure and save energy.5. To improve crop yield and get a higher return per acre.6. To adjust gallonage to match soil and crop requirements.7. To replace worn out sprinklers and nozzles.8. To minimize operating costs.9. To take advantage of local power utility cost-sharing

programs.10.To reduce runoff and solve wheel-tracking problems.

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WHY THE NEW 3000 SERIESPIVOT SPRINKLER WAS DEVELOPEDThe vast differences in crops, soils, farming practices and climaticconditions worldwide, coupled with regional differences in the availabilityof water and energy resources requires a diverse array of center pivotsprinkler performance. The Nelson 3000 Series is an advanced designsprinkler line developed to simplify the variety of sprinkler choices intoone basic group of center pivot products.

MAXIMIZE IRRIGATION EFFICIENCYIrrigation efficiency involves the ability to minimize water losses. Suchfactors as loss of water from wind drift and evaporation from the soilsurface and plant affect the level of efficiency. Meanwhile, another factorof irrigation efficiency is simply getting water into the soil, and controllingrunoff. For mechanized irrigation, the biggest single advancementtowards increasing irrigation efficiency has been mounting the sprinklerdown out of the wind on drop tubes. Enabling the success of drop tubesare products that spread the water out over a wide area, even whenmounted below the truss rods of a center pivot. These rotating andspinning devices operating at low pressure have dual benefits – increasedsoak time and low application rates. A more complete throw pattern cangive twice the soak time of fixed sprayheads.

SPRINKLER technology

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The R3000 Rotator® features the greatest throw distanceavailable on drop tubes. The wide water pattern from rotatingstreams equates to lower average application rates, longer soaktime and reduced runoff. More overlap from adjacent sprinklersimproves uniformity.

The S3000 Spinner utilizes a free-spinning action to producea gentle, rain-like water pattern. Designed for more sensitivecrops and soils, low instantaneous application rates and reduceddroplet kinetic energy help maintain proper soil structure.

The N3000 Nutator® combines a spinning action with acontinuously offset plate axis for a highly uniform pattern evenin the wind. Larger, wind-penetrating droplets and low trajectoryangles reduce wind exposure for maximum applicationefficiency.

The D3000 Sprayhead is a fixed spray designed with futureneeds in mind. As irrigation requirements change throughoutthe season, the D3000 features a flip-over cap to change spraypatterns. The D3000 is easily convertible to LEPA or other 3000Series sprinklers.

The A3000 Accelerator maximizes performance of in-canopywater application. Designed as a hybrid of Rotator and Spinnertechnology, the Accelerator increases rotation speed throughthe nozzle range.

Developed for the land application of wastewater, the T3000Trashbuster features an open-architecture body design to passdebris more easily. Available with the 3000 FC, a plug-resistant,flow compensating sprinkler package can simplify maintenance.

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OPERATINGRANGE

15-50 PSI(1-3.4 BAR)

10-20 PSI (.7-1.4 BAR)

10-15 PSI(.7-1 BAR)

6-40 PSI(.41-2.8 BAR)

10-15 PSI(.7-1 BAR)

Dependson sprinkler

selection

APPLICATIONRATE

LOW

LOW -MEDIUM

LOW -MEDIUM

HIGH

MEDIUM

LOW -HIGH

THROWDIAMETER

50-74'(15.2-22.6M)

42-54’(12.8-16.5M)

44-52'(13.4-15.9M)

16-40'(4.9-12.2M)

30-46'(9.1-14.0M)

Dependson sprinkler

selection


MOUNTING

Up Topor On Drops

On Drops

On Drops(flex hose)

Up Topor On Drops

On Drops

Up Top orOn DropsDo not use

3000FC withhose drops.

R3000

S3000

D3000

A3000

T3000

N3000

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WHY IS SPRINKLER THROW DISTANCE IMPORTANT?Without sprinkler performance that can apply water at an application rate thatmore closely matches the infiltration rate of the soil, the efficiency gained withdrops and money saved with low pressure, is soon lost to runoff. The rateat which a center pivot applies water increases with the higher flow demandsrequired at the outer portion of a center pivot. By increasing the wetted throwdistance of the sprinkler, the rate at which water is applied can be reducedto match the soil’s infiltration rate.

Look at a typical infiltration curve below with superimposed applicationrates for center pivot sprinklers. It is obvious that the Rotator, whichprovides the widest throw distance on drop tubes, comes the closest tomatching infiltration rates of the soil. The best condition for infiltration isto keep the soil surface open and apply water using a wide application width.

APPLICATION RATE DEFINITIONS.There are two types of application rates used: Average andInstantaneous. Some understanding of the difference between thesetwo is helpful in nozzle and sprinkler selection.

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Average application rate (AAR) is the rate of water application over thewetted area. It is an average value assuming uniformity within thewetted area. Pivot average application rates increase with the higherflow demands required at the outer portion of a center pivot. Comparably,in analyzing different sprinkler options, superior throw distance yieldslower average application rates.

Instantaneous application rate (IAR) is also an important element ofsprinkler performance especially for silt type soils that are prone tocompaction. Instantaneous application rate (IAR) is the peak intensityof water application at a point. IAR and droplet kinetic energy are im-portant variables in maintaining good soil intake rate throughout theseason. Pivot sprinklers that produce high instantaneous applicationrates with high velocity, large droplets are detrimental to some soiltypes causing surface damage by sealing off the soil pore space at thesurface. The rate of instantaneous application for a fixed stream typesprinkler can be more than ten times the average if measured at theinstant the stream hits the soil. The problem comes when some sur-face damage occurs, sealing off the soil pore space at the surface.The best condition for infiltration is to keep the soil surface open, andapply water using a wide application width.

FIXEDSPRAY

ROTATINGSTREAMS

Fixed streams produce highinstantaneous application rates

on a small percent of area.

Even distribution throughout fullcoverage area produces low

instantaneous application rates.


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CONTROLLING RUNOFFWHY BE CONCERNED WITH RUNOFF?Runoff is one of the most environmentally sensitive issues involved inirrigation. Runoff can result in unwanted water and fertilizers beingcarried into streams and rivers. Additionally, soil erosion is not only apollution issue, but results in lost fertilizer and lower overall crop growth.Increased runoff means lower application efficiency which increasesoperating costs.

SELECT THE WIDEST WETTED PATTERN.A wide wetted pattern provides longer soak time for water intake, whileproviding a lower average application rate. The R3000 Rotator hasthe furthest throw distance of any 3000 Series sprinklers.

ROTATOR HAS LONGER

SOAK TIME AND GREATER

OVERLAP

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NEW ADVANCED ROTATOR® TECHNOLOGYNew advances in the design of Rotator plate technology now provideslower operating pressures and even greater throw distance. Built-inuniformity is made possible by multi-trajectory stream geometry thatfills in the water pattern and provides greater overlap.

BROWNPLATE

ORANGEPLATE


BROWNPLATE

Maximize Uniformity

ORANGEPLATE

Maximize Windfighting

R3000 ROTATOR®

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USE FINE WATER DROPLETS ON FINE PARTICLE SOIL TYPES.Droplet kinetic energy is an important part of keeping the soil surfaceopen and to maintaining a good soil intake rate throughout the season.Silty clay loam soils benefit from a very fine droplet, maintaining thesoil structure integrity. Fine water droplets can be achieved by using ahigher pressure and selecting plates with increased diffusion properties.Field reports have shown that gentle, rain-like droplets are good forpreventing soil sealing problems in certain conditions.

SELECT PROPER SPRINKLER MOUNTING HEIGHTS.Generally, higher mounting heights benefituniformity. Higher mounting gives the pattern moredistance to maximize the throw of the streams andprovide greater sprinkler overlap. However,interference with system structure must be carefullyavoided. If sprinklers are placed “in-canopy”,spacings need to be reduced to compensate forsmaller wetted diameters.

USE RESERVOIR SURFACE BASINS.Reservoir tillage basins can be used to provide surface storage andminimize runoff. The proper basin and dike shape will have to bedetermined by experimentation with the soil and slope involved.

DUAL NOZZLE CLIP — REDUCE AVERAGE APPLICATION RATESDURING GERMINATION. Innovations like the 3TN Dual Nozzle Clipallow irrigators to reduce Average Application Rates duringgermination or the early stages of a crop’s growth curve. The3TN Dual Nozzle Clip holds a secondary nozzle,allowing quick and accurate changes of system flowrate. Lowering average application rates reducesponding of water and potential erosion, whilemaintaining the integrity of the soil structure with lessintense water droplets. NOTE: Not designed for usage in-canopy.

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DRY WHEEL TRACK SOLUTIONS - MINIMIZE TRACK RUTTING.Another variable that affectsoverall field uniformity is thecenter pivot’s ability to maintaina uniform travel speed. This canbe affected by excessiveslippage of the tires due to waterin wheel tracks. Wet areas andsteep slopes can cause thesystem to slow down in theseareas, thereby increasing theapplication depth in relation toother parts of the field. Sprinklertechnology advances in the formof part circle sprinklers, combinedwith the use of boombacks cansolve this problem and reducechances of drive units getting stuckby directing the water patternbehind the direction of travel.

WHY ARE PRESSURE REGULATORS IMPORTANT?The function of a pressure regulator in center pivot sprinkler design isto fix a varying inlet pressure to a set outlet pressure regardless ofchanges in the system pressure due to hydraulic conditions, elevationchanges, pumping scenario, etc. The benefits are numerous:

1. Uniform depth of water application.2. Controlled sprinkler performance(droplet size and throw distance).3. Flexibility in system operation.


Part-Circle Sprinklers can be installed in avariety of configurations

BOOMBACKS

STRAIGHT DROPS

Installations on boombacks minimize the compromise in uni-formity that occurs when part-circle devices are utilized.

Installations on straight drops require careful adjustment ofthe orientation.

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IMPORTANT: Allow ap-proximately 5 PSI (.35 BAR)extra pressure in order forthe regulator to functionproperly. For example, theminimum design pressurefor a 20 PSI (1.4 BAR) pres-sure regulator is 25 PSI (1.7BAR). IMPORTANT: If yoursystem is designed withNelson sprinklers, useNelson Pressure Regula-tors. Individual manufactur-ers’ pressure regulator per-formance varies. Inter-changing could result in in-accurate nozzle selection.

HOW MUCH ELEVATION CHANGE IS ACCEPTABLE?LESS THAN 10% FLOW VARIATION IS A GOOD RULE OF THUMB.The graph above is based on the elevation limit which will cause a flowvariation of ten percent or more. If the elevation change from the lowestpoint is above the line then a flow variation of more than 10 percent willoccur. Notice the lower design pressure allows less elevation changebefore pressure regulators are recommended. NOTE: Even if elevation changesdo not require pressure regulators, you should consider them for their other advantages.

Example: A 15 ft. (4.6m) elevation change at 20 PSI(1.4 BAR) design pressure shows that pressure regu-lators should be used.

PLUG RESISTANT DESIGNA new single-strut seat (patent pending)minimizes hair-pinning, debris hang-upand plugging.

EXTENDED PERFORMANCE& PRECISION ACCURACYPrecision components coupled with aninternally lubricated o-ring minimizefrictional drag and hysteresis.

WIDE FLOW RANGEThe Nelson Universal Pressure Regulatorhas a flow up to 12 GPM (2.7 M3/H) at 15PSI (1.0 BAR) and above.

CHEMICALLY RESISTANTMATERIALS

PATENTEDDAMPENING SYSTEMA patented o-ring dampening systemhandles severe pressure surges towithstand water hammer.

UNIVERSAL 3000SERIES CONNECTIONIntegral adapter connects directly into allNelson 3000 Series Sprinklers.

1 lb. Zinc Weight for Flexible Drops

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PSI RANGE

25-80 PSI(1.7-5.5 bar)

20-60 PSI(1.4-4.1 bar)

10-30 PSI(0.7-2.1 bar)

FLOW RANGE

40-160 GPM(9-36 m3/h)

20-125 GPM(4.5-28 m3/h)

< 20 GPM(< 4.5 m3/h)

RADIUS

100 FT.(30.5 m)

45-75 FT.(13.7-22.9 m)

10-35 FT.(3.0-10.7m)

SPRINKLER

BIG GUN =~ 20 ACRES*

(8.1 ha)

P85A=8-15 ACRES*(3.2-6.1 ha)

Part-Circle PC3000=

3-6 ACRES*(1.2-2.4 ha)

END GUN PRODUCT COMPARISONS*

EFFECTIVE END GUN SOLUTIONS FOR EXTRA ACREAGE.A Big Gun® sprinkler (operating through a complete rotation) on aquarter-section pivot can effectively irrigate up to 20 additional acres (8.1ha). Considering the cost-effectiveness of putting this additional land intoproduction, an end gun alternative shouldn’t be overlooked. Even if high-pressure is not available to the end of a system, lower pressure optionsare available.

* Assumes end gun is on all the time for a quarter-mile (402m) center pivot.

SRNV100

SR100

THE ORIGINAL BIG GUN®

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PIVOT DIAGRAM FORCALCULATIONS (PAGES 16-19)

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LEGEND U.S. UNITS METRIC UNITSA = area acres hectares (ha)Q p = pivot flow gpm m3/hrQe = sprinkler flow gpm liters/min (lpm)Qs = required system gpm/acre m3/hr/ha

flowD = applied depth inches mm

of waterL p = length of pivot feet meters (m)Lt = distance to feet meters (m)

last towerLe = sprinkler feet meters (m)

spacingLs = distance to feet meters (m)

sprinkler “x”L d = sprinkler feet meters (m)

diameterRp = effective feet meters (m)

pivot radiusRg = end gun radius feet meters (m)T r = time for one hours hours

revolutionVt = last tower feet / minute meters / minute

speedEa = irrigation decimal decimal

applicationefficiency

Ep = pump efficiency decimal decimalH = pump head feet meters (m)P = power hp kw

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U.S. Units Calculation:

AREA IRRIGATEDBY CENTER PIVOT.(Assumes end gun onall the time.)

HOURS PER PIVOTREVOLUTION @100% TIMER.

DEPTH OFWATER APPLIED BYA CENTER PIVOT.

REQUIRED FLOW FOR AGIVEN PIVOT SPRINKLER.

U.S. Units Equation:

A = 3.14 x (Lp + Rg

)2

43,560

A = area (acres)Lp = pivot length (ft.)Rg = end gun radius (ft.)

Tr = 0.105 x Lt

Vt

Tr = hours per revolution (hr.)Lt = distance to last tower

(ft.)Vt = last tower speed

(ft./min.)

D = 30.64 x Qp x Tr

(Lp + Rg)2

D = depth of water applied(in.)

Qp = pivot flowrate (gpm)Tr = hours per revolution

(hrs.)Lp = pivot length (ft.)Rg = end gun radius (ft.)

Qe = Ls x Qp x Le

A x 6933

Qe = sprinkler flowrate (gpm)Ls = distance to sprinkler

(ft.)Qp = pivot flowrate (gpm)A = area irrigated by the

pivot (acres)Le = sprinkler spacing (ft.)

FOR EXAMPLE:

Find the acreage irrigatedby a 1000 ft. pivot with anend gun radius of 130 ft.

A = 3.14 x (1000 + 130)2

43,560A = 92 acres

Find the amount of timeneeded for the pivot above tocomplete a revolution at themaximum tower speed of 10ft./min (100% timer).Themachine includes a 40 feetoverhang.

Tr = 1000 - 40 = 960 ft.Tr = 0.105 x 960 10Tr

= 10.08 hrs per revolution

Determine the depth ofwater applied by the abovepivot. Flowrate is 700 gpm.Last tower speed is 2.5 ft./min (25% timer).Tr = 0.105 x 960 = 40.32 hrs/rev.

2.5D = 30.64 x 700 x 40.32 (1000 + 130)2

D = 0.68 inches

Determine the flowraterequired by a sprinklerlocated 750 ft. from thepivot, if the sprinkler spacingis 17 ft. Pivot flowrate is 700gpm.

Qe = 750 x 700 x 17 92 x 6933Qe = 8,925,000 637,836Qe = 14.0 gpm

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Compute the average appli-cation rate at the location of750 ft. from the pivot point.System flow is 700 gpm on92 acres. Sprinkler coverageis 60 ft. diameter.

Ia = 700 x 750 92 x 72 x 60Ia = 1.3 inches per hour

Determine the requiredsystem flow if the peak cropwater requirement is .30 in/day, water applicationefficiency is 90% and thesystem can be operated 18hours per day.Q s = .30 x 453 18 x .90Q s = 8.4 gpm/acre

Determine the powerrequired to pump 700 gpmagainst a head of 200 ft. ifpump efficiency is 75%

P = 700 x 200 3960 x .75P = 47.1 hp

Determine the flowrate of a#30 3TN nozzle at 15 psi,knowing the flow at 10 psiis 4.94 gpm.

Q1 = 4.94 x 15/ 10

Q1 = 6.05 gpm

inches/day = gpm/acre x .053

1 U.S. gallon (water) = 8.336 pounds1 mile = 5,280 feet

AVERAGEAPPLICATION RATE

REQUIRED SYSTEMFLOW

POWER REQUIRED

NOZZLE OR NON-REGULATED SYSTEMFLOWRATE WITHCHANGING PRESSURE.

Ia = Qp x Ls

A x 72 x Ld

Ia = average applicationrate (in./hr.)

Qp = pivot flowrate (gpm)Ls = distance to sprinkler (ft.)A = area irrigated by pivot

(acres)Ld = sprinkler throw diameter (ft.)

Qs = ETp x 453 Tp x Ea

Qs = system flowrate(gpm/acre)

ETp = peak evapo-transpiration (in./day)

Tp = hours pumping per dayEa = water application

efficiency (decimal)

P = Qp x H 3960 x Ep

P = power (hp)Qp = pivot flowrate (gpm)H = head the pump must

produce (ft.)Ep = pump efficiency (decimal)

Q1 / Q

2 = P

1 / P

2

Q1

= Q2 x P

1 / P

2

Q1 = flow to determine (gpm)

Q2 = known flow (gpm)

P1 = pressure (psi) for Q

1

P2 = pressure (psi) for Q

2

CONVERSIONS: 1 horsepower = .746 kilowatts

1 acre = 43,560 ft.2

1 acre-inch = 27,154 gallons (U.S.)

1 ft. of head (water) = .433 PSI

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Metric Calculation:

AREA IRRIGATEDBY CENTER PIVOT.(Assumes end gun onall the time.)

HOURS PER PIVOTREVOLUTION @100% TIMER.

DEPTH OFWATER APPLIED BYA CENTER PIVOT.

REQUIRED FLOW FOR AGIVEN PIVOT SPRINKLER.

Metric Equation:

A = 3.14 x (Lp + Rg

)2

10,000

A = area (ha)Lp = pivot length (m)Rg = end gun radius (m)

Tr = 0.105 x Lt

Vt

Tr = hours per revolution (hr.)Lt = distance to last tower (m)Vt = last tower speed

(m/min.)

D = Qp x Tr x 318.3 (Lp + Rg)2

D = depth of water applied(mm)

Qp = pivot flowrate (m3/hr)Tr = hours per revolution

(hrs.)Lp = pivot length (m)Rg = end gun radius (m)

Qe = Ls x Qp x Le

A x 95.5

Qe = sprinkler flowrate (lpm)Ls = distance to sprinkler (m)Qp = pivot flowrate (m3/hr)A = area irrigated by the

pivot (ha)Le = sprinkler spacing (m)

For Example:

Find the area irrigated by a400m pivot with an end gunradius of 40m.

A = 3.14 x (400 + 40)2

10,000A = 60.8 ha

Find the amount of time need-ed for the pivot above to com-plete a revolution at the max-imum tower speed of 3m/min.(100% timer). The machineincludes a 15m overhang.

Lt = 400-15 = 385m

Tr = 0.105 x 385

3Tr

= 13.5 hours per revolution

Determine the depth ofwater applied by the abovepivot. Flowrate is 240 m3/hr.Last tower speed is 0.75m/min (25% timer).Tr = 0.105 x 385 = 53.9 hrs/rev 0.75D = 240 x 53.9 x 318.3 (400 + 40)2

D = 21.3 mm

Determine the flowraterequired by a sprinklerlocated 250m from thepivot, if the sprinklerspacing is 5m. Pivotflowrate is 240 m3/h.

Q e = 250 x 240 x 5 60.8 x 95.5Qe = 300,000 5806.4Q e = 51.7 lpm

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Compute the average appli-cation rate at the location of300m from the pivot point.System flow is 240 m3/hr on60.8 ha. Sprinkler coverageis 18m diameter.

I a = 240 x 300 60.8 x 1.59 x 18I a = 41.4 mm per hour

Determine required systemflow if the peak crop waterrequirement is 8mm/day,water application efficiencyis 90% and the system canbe operated 18 hours per day.

Q s = 8 x 10 18 x .90Q s = 4.9 m3/hr/ha

Determine the powerrequired to pump 240 m3/hragainst a head of 60 m.Pump efficiency is 75%

P = 240 x 60 x 9.81 3600 x .75P = 52.3 kW

Determine the flowrate of a#30 3TN nozzle at 1 bar,knowing the flow at 0.7 baris 18.7 lpm.

Q1

= 18.7 x 1/ 0.7

Q1 = 22.35 lpm

AVERAGEAPPLICATION RATE

REQUIRED SYSTEMFLOW

POWERREQUIRED (kW)

NOZZLE OR NON-REGULATED SYSTEMFLOWRATE WITHCHANGING PRESSURE.

Ia = Qp x Ls

A x 1.59 x Ld

Ia = average applicationrate (mm/hr.)

Qp = pivot flowrate (m3/hr)Ls = distance to sprinkler (m)A = area irrigated by pivot

(ha)Ld = sprinkler throw diameter (m)

Qs = ETp x 10 Tp x Ea

Qs = system flowrate (m3/hr/ha)ETp = peak evapo-

transpiration (mm/day)Tp = hours pumping per dayEa = water application

efficiency (decimal)

P = Qp x H x 9.81 3600 x Ep

P = power (kW)Qp = pivot flowrate (m3/hr)H = head the pump must

produce (m)Ep = pump efficiency (decimal)

Q1 / Q

2 = P

1 / P

2

Q1 = Q2 x P1 / P2

Q1 = flow to determine (lpm)

Q2 = known flow (lpm)

P1 = pressure (bar) for Q

1

P2 = pressure (bar) for Q

2

CONVERSIONS: 1 litre/sec = 3.6 m3/hr1 mm/hr = 10m3/hr/ha1 mm/day = 0.417 m3/hr/ha (24 hour operation)1 m3/hr = 4.403 U.S. gpm


1 m = 1.42 psi1 bar = 14.5 psi1 bar = 10.2 m1 bar = 100 kPa

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CENTER PIVOT WATER APPLICATION— THE FACTS.

WARRANTY AND DISCLAIMERNelson products are warranted for one year from the date of original sale to befree of defective material and workmanship when used within the workingspecifications for which the products were designed and under normal use andservice. The manufacturer assumes no responsibility for installation, removal orunauthorized repair of defective parts and the manufacturer will not be liable forany crop or other consequential damages resulting from any defects or breachof warranty. THIS WARRANTY IS EXPRESSLY IN LIEU OF ALL OTHERWARRANTIES, EXPRESS OR IMPLIED, INCLUDING THE WARRANTIES OFMERCHANTABILITY AND FITNESS FOR PARTICULAR PURPOSES AND OFALL OTHER OBLIGATIONS OR LIABILITIES OF MANUFACTURER. No agent,employee or representative of the manufacturer has authority to waive, alter oradd to the provisions of this warranty nor to make any representations or warrantynot contained herein.

Rotator®, Nutator® and Big Gun® are registered trademarks of Nelson IrrigationCorporation. Products in this brochure may be covered by one or more of thefollowing U.S. Patent Numbers 3744720, 3559887, 4796811, 4809910, RE33823,DES312865, 5415348, 5409168, 5439174, 5588595, 5671774 and other U.S.Patents pending or corresponding issued or pending foreign patents.

NELSON IRRIGATION CORPORATION848 Airport Rd.

Walla Walla, WA 99362 U.S.A.Tel: 509.525.7660

[email protected]

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NELSON IRRIGATION CORPORATIONOF AUSTRALIA PTY LTD

35 Sudbury Street, Darra QLD 4074Tel: +61 7 3715 8555

[email protected]

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