Irrigating with Booms vs. Big Guns in Northwestern Washington

Similar documents
Field Evaluations of Irrigation Systems: Solid Set or Portable Sprinkler Systems 1

Sprinkler System Capacity. AE-91 (Revised), August 2005 Tom Scherer, Extension Agricultural Engineer

THE ECONOMICS OF ALTERNATIVE IRRIGATION SYSTEMS IN THE KITTITAS VALLEY OF WASHINGTON STATE

Uniformity of Sprinkler and Microirrigation Systems for Nurseries 1

2015 COSTS ESTIMATES OF PRODUCING FRESH AND PROCESSING POTATOES IN WASHINGTON

2011 Cost of Producing Peppermint under Rill and Center-Pivot Irrigation in Washington State

FEASIBILITY OF DIFFERENT HARVEST METHODS FOR CIDER APPLES: CASE STUDY FOR WESTERN WASHINGTON

Energy Requirements for Drip Irrigation of Tomatoes in North Florida 1

2012 Cost Estimates of Establishing, Producing, and Packing Red Delicious Apples in Washington

PUMPING PLANT PERFORMANCE

Evaluating Center Pivot Drag line Drip Irrigation Systems

BIG HORN BASIN IRRIGATION WATER MANAGEMENT P ROGRAM

2015 COST ESTIMATES OF ESTABLISHING AND PRODUCING RED RASPBERRIES IN WASHINGTON STATE

Converting from seepage irrigation to plasticulture for vegetable production: A case study 1

2010 Cost Estimates of Establishing and Producing Organic Apples in Washington

2011 COST ESTIMATES OF PRODUCING HIGHTUNNEL TOMATOES IN WESTERN

Irrigation Application Calibration Methods

DROUGHT RESPONSE - AGRICULTURE WATER MANAGEMENT ALTERNATIVES

2011 Cost of Producing Head Lettuce in High Tunnels in Western Washington

Optimizing Sprinkler Application Rates: Pressure, Nozzle size and Lateral Spacing

Chemigation. in Georgia

The 1/128th of an Acre Sprayer Calibration Method 1

Multi-Stream, Multi-Trajectory Nozzles; How they save water, labor and installation costs

Irrigation Efficiency, Uniformity & Crop Response. System performance evaluation

Basic Irrigation Scheduling Tools & Irrigation System Evaluation

2010 Cost Estimates of Producing Bartlett Pears in the Yakima Valley, Washington

Irrigation Tech II HYDRAULIC TROUBLESHOOTING

Estimating Irrigation Costs

Factors to Consider in Selecting a Farm Irrigation System

Performance Evaluation of Perfo Spray Irrigation System

Planning and Economics of Forage Irrigation

Estimating Irrigation Water Requirements to Optimize Crop Growth

Measuring Applied Water in Surface-Irrigated Orchards

Converting from Gallons -- to Inches -- to Runtime Hours for Row Crop Drip Irrigation Systems

Calculating Dairy Manure Nutrient Application Rates T. Downing

sprinkler technology Water Application Solutions for Center Pivot Irrigation Save water, save energy and do a better job of irrigating.

Use of Irrigation in East Texas - Pastures and Forages

EPA Reg. No (Except California) CHEMIGATION INSTRUCTIONS AND ADDITIONAL USE DIRECTIONS FOR POTATO

SOP 14 Distribution uniformity evaluation for micro-sprinklers. Updated 7/28/14. Materials needed:

Considerations for Nozzle Package Selection for Center Pivots

Adoption of Energy and Water-Conserving Irrigation Technologies in Florida 1

Irrigation Energy Efficiency and Conservation

Lagoon Pumping and Irrigating Equipment

Land Treatment of Sewage Effluent in Florida 1

Abstract: Technical advancements have eliminated the single greatest limitation of Center Pivots.

Cowpea Production: Sample Costs and Benefits as a Summer Cover Crop Based on Data from Coachella Valley, California

VALUE OF A ONE-TIME SWEEP APPLICATION IN MANAGING NO-TILL FALLOW

Calculating Recommended Fertilizer Rates for Vegetables Grown in Raised-Bed, Mulched Cultural Systems 1

Unit 6 Calibration. Learning Objectives

Estimating Irrigation Water Requirements

EO = IHP= The efficiency of a pumping plant is calculated as follows:

Enterprise Budget Watermelon North Central Region EM 8799, April 2002 Preplant Operations Land and Irrigation Planting, Irrigation, and Pest Control

Valley. Water Application RELIABLE DURABLE PRECISE ADVANCED RESPONSIVE

Irrigation can increase the production of

ASSESSING THE IMPACT OF A LABOR SHORTAGE ON POST-HARVEST ACTIVITIES AND MARKETS

2011 COST ESTIMATES OF PRODUCING STRAWBERRIES IN A HIGH TUNNEL IN WESTERN WASHINGTON FS093E

Valley. Water Application RELIABLE DURABLE PRECISE ADVANCED RESPONSIVE

Appendix C Blank Worksheets

2011 Cost Estimates of Producing Strawberries in a High Tunnel in Western Washington

Calibrating Field Sprayers

Cooperative Approach to Land Application of Animal Waste in Tennessee

IRRIGATION TECH SEMINAR SERIES

ORNAMENTAL PLANTS: BROADLEAF SHRUBS AND TREES - CRABAPPLE

WATER PRODUCTION FUNCTIONS FOR CENTRAL PLAINS CROPS

CENTER PIVOT IRRIGATION

- Water Distribution From a Sprinkler Lateran. Continuously in a Linear DirectionI )

Enterprise Budget. Sweet Corn, Willamette Valley Region. EM 8376, Revised August 1995

Michael Cahn, Barry Farrara, Tim Hartz, Tom Bottoms, and Mark Bolda

Madera Irrigation District

FIELD PERFORMANCE TESTING OF IN-CANOPY CENTER PIVOT NOZZLE PACKAGES IN KANSAS. Danny H. Rogers, Gary A. Clark, Mahbub Alam, Kent Shaw 1

IRRIGATION WATER MANAGEMENT OPTIONS FOR ALFALFA ABSTRACT

PEST CONTROL IN HOME VEGETABLE GARDENS. Home Garden Series. By A. L. Antonelli, Extension Entomologist, Washington State University EM009E

AR No. # Efficient Irrigation

Run-off & Soil Sealing

Microirrigation in Mulched Bed Production Systems: Irrigation Depths 1

Irrigation Evaluations of Santa Clara County. Michael Cahn Irrigation and Water Resources Advisor University of California, Cooperative, Monterey Co

Enterprise Budget. EM 8849 January 2004

Improving Nutrient Management through Advanced Irrigation Management

Introduction. Seed Performance Evaluation. R.L. Warner, S.C. Spaeth, and E.S. Johnston W h e a t Se e d EB1929

Irrigated Acreage in Florida: A Summary through

Valley. Water Application RELIABLE DURABLE PRECISE ADVANCED RESPONSIVE

Air. Water. Minerals (rocks)

PRECISION PIVOT IRRIGATION CONTROLS TO OPTIMIZE WATER APPLICATION. Biological & Agricultural Engineering and NESPAL ABSTRACT INTRODUCTION

Education. V. Know How to Maintain an Efficient Pump. Pump Efficiency Tests. What is a Pump Test? Who Does the Pump Testing?

Irrigation of Liquid Manures

WHO WANTS TO BE AN IN-CANOPY IRRIGATOR? INTRODUCTION AND GUIDELINES

Tillage and Crop Residue Removal Effects on Evaporation, Irrigation Requirements, and Yield

Estimating Nitrogen Mineralization in Organic Potato Production

Pershing County Alfalfa Hay Establishment, Production Costs and Returns, 2006

The Field Book for Dairy Manure Applicators

DRYLAND WINTER WHEAT: EASTERN WASHINGTON NUTRIENT MANAGEMENT GUIDE

Center Pivot Workbook

Ag Water Energy Center at Fresno State

WSU WILKE RESEARCH AND EXTENSION FARM OPERATION, PRODUCTION, AND ECONOMIC PERFORMANCE FOR 2015

Irrigated Acreage in Florida 1

1997 Hand- Harvest Cucumber Costs and Returns, Northwest Washington

Seed Piece Spacing Adjustment for Florida Chipping Potato 1

Integrated Controls, Distributed Sensors and Decision Support Systems for Wireless Site-specific Sprinkler Irrigation

Farmer-to-Consumer Marketing: The Series

TENSION. Measuring Water Flow in Surface. (a) s h. (b) Irrigation Ditches and Gated Pipe. Units of Measuring Water. Edward C.

Transcription:

Irrigating with Booms vs. Big Guns in Northwestern Washington WASHING T ON STATE UNIVE R SIT Y E XT E NSION FAC T SH E E T F S3E Introduction Irrigation in northwestern Washington is done on a supplemental basis. Although there have been years in the past when farmers did not use their irrigation equipment (e.g., the 996 growing season), this is becoming less frequent. WSU Skagit County Extension agriculture statistics indicate a rise in supplemental irrigation in western Washington with what is referred to as a traveling, or reel big gun system (Photo ). This system of irrigation is effective at supplying water to crops but does so inefficiently. High pressures are required to propel the water long distances, making it highly vulnerable to wind drift and evaporation. Tests show that big gun systems also have poor distribution uniformity compared to other irrigation systems (Hoffman et al., 7). irrigation system ) more efficient since less water is evaporated as it travels to the soil surface, and ) better at distribution uniformity since the water is less susceptible to wind redistribution. This publication represents WSU Extension s efforts to document the benefits and drawbacks of typical big gun irrigation systems and the new boom-type irrigation system by comparing their respective water application efficiency and costs as applied to potato production in northwestern Washington. Irrigation efficiency and distribution uniformity are important because they can lead to improved crop yields, crop uniformity and quality, and more accurate fertigation or chemigation. These improvements can in turn lower the input costs for irrigated specialty crops in northwestern Washington such as high value vegetable seed crops and small fruit and potato production while addressing environmental concerns for conserving water and energy. Recently manufacturers have adapted the reel big gun to a boom system (Photo ). Similar to a reel big gun, a boom system is mounted on a traveling cart that is slowly reeled in towards the reel. However, booms (supported pipes) are cantilevered over both sides of the cart and sprinklers are spaced along the length of the pipe to evenly distribute water over the soil similar to center pivot or linear-move irrigation systems. Because of the different mode of operation, a boom system operates at lower pressures and the water travels less distance through the air than with a big gun. This should make a boom Photo. A big gun irrigation system in operation. Photo. A boom irrigation system in operation.

Materials and Methods Evaluations were performed on two big gun systems and two boom systems in potato fields in northwestern Washington using standard procedures (Merriam and Keller, 978). For each system evaluation, a line of catch cans was placed at equal intervals ahead of the traveling sprinkler perpendicular to its path in an un-irrigated area of the field. The cans were placed on the top of the bed of every third row in line with the plants. Each can s position in relation to the center line of the traveling sprinkler s path was noted. The cans were placed as level as possible and the plant canopy was laid down away from the can if it was likely to interfere with the trajectory of the sprinkler drops as they traveled from the sprinklers to the catch cans. The system was allowed to pass completely over the row of cans until water was no longer being caught in the cans. The volume of caught water and can position were then measured and recorded for each can. This volume was converted into an application depth using the crosssectional area of the can opening. The travel speed of the sprinkler was measured using a long survey tape, marked beginning and ending locations, and a timer. This measured speed was compared with the travel speed information on the reel controller as a back-up check. The pressure was noted at the sprinklers, reel, and if possible, the pump. Wind conditions were also recorded. The water flow rate going into the reel was measured using a portable transit time ultrasonic flow meter. The catch depth, spacing between the cans, and travel speed of the carts were used to calculate the water application rate at the soil surface. This was then divided by the measured inflow rate to calculate irrigation application efficiency. Results Big Gun Evaluation This experiment was performed on a Bauer reel and gun. During the experiment, a wind speed of about mph out of the northwest was estimated. The big gun was pulled from the south towards the north across rows oriented north-south. The pressure at the pump was 4 psi. Because the reel was run by a hydraulic drive, the pressure was reduced across the drive and the pressure at the nozzle was psi. Potatoes were grown on 36-inch centers and irrigated at 9 rows per pull for a total irrigation width of 7 feet per pull. The depth of water caught in each can at various distances from the center line is shown in Figure. During the evaluation, the wind had a large effect on the uniformity and efficiency of the big gun. The wind was likely responsible for not only distorting the pattern to one side, but also tightening the pattern so that the outer edges didn t receive as much water as they should have. If the exact same application pattern occurred for every pull, the overlap strategy of 9 rows would result in the pattern shown in Figure. An improved overlap strategy of irrigating only 65 rows per pass is shown in Figure 3. This overlap strategy would give a much better water distribution uniformity. In general, narrowing the distance between passes assures good irrigation uniformity regardless of the wind condition. This would result in improved yields and crop quality. The efficiency of this system was estimated at 58%. In other words, 58% of the water that left the nozzle made it to the soil surface..4 The catch depths from the border cans were added to simulate overlap from previous and subsequent pulls. These catch depths are ordered and the average of the lowest 5% was divided by the overall average catch to give the distribution uniformity of the low quarter (DU LQ ). Catch (inches)..8.6.4 Application efficiency is the percentage of water leaving the nozzle that makes it to the ground to be stored in the soil (assuming no runoff). DU LQ is a number between zero and one that reflects how evenly the irrigation system applies water. The lower the DU LQ, the more water must be applied to adequately irrigate all areas of a field to compensate for some areas receiving inadequate water.. -5 - -5 5 5 5 Figure. The catch of Big Gun at various distances from the center line.

Total Catch (inches) Total Catch (inches).4. -6-5 -4-3 - - 3 4 5-5 -4-3 - - 3 4.8.6.4. Figure. Three current overlapping pulls of Big Gun if the exact pattern is replicated with 9-row spacing, of.. Figure 3. Three improved overlapping pulls of Big Gun if the exact pattern is replicated on a 65-row spacing, of.75..4..8.6.4. of cans, two rows were used to improve the accuracy of the catch estimates. The results are shown in Figure 4 and the application pattern that would result from the overlap strategy is demonstrated in Figure 5. The grower found plugging in the pressure regulators, which was apparent from the evaluation data indicating low catches next to the center line. A low catch followed by a high catch was also observed at the ends of the boom. The grower subsequently changed the nozzle configuration at the ends of the booms to decrease the over-application at the ends and improve the uniformity underneath the ends. Figure 6 gives the potential application efficiency and uniformity of this system after these two minor issues were corrected. The efficiency of this system was estimated at 86%. Catch (inches).5.5 Row.5 Row Average -5 - -5 5 5 Figure 4. The catch of Boom at various distances from the center line. Big Gun Evaluation This evaluation was done on a Rainstar reel (Model E5) and a Bauer gun. However, the application rate was set high on this gun such that too much water was caught in the cans, resulting in a large amount of splash-out and overflow. A similar evaluation on a big gun done earlier in the year by Tom Walters (Horticulture Specialist at the Northwestern Washington Research and Extension Center) resulted in a DU LQ of.73 for the overlapping portions. Total Catch (inches).5.5.5 Boom Evaluation A Bauer Rainstar reel (Model E3) and Bauer boom were used in this evaluation. The reel was driven by a small gasoline engine. The system pressure was 58 psi at the pump and 45 psi at the reel, regulated at the boom nozzles to psi. Instead of just one row -4-3 - - 3 4 Figure 5. Three improved overlapping pulls of Boom if the exact pattern is replicated on a 76-row spacing, of.64. 3

Total Catch (inches).8.6.4..8.6.4. -4-3 - - 3 4 Figure 6. An improved overlap strategy for Boom with 7-row spacing and with the fixing of plugged nozzles, of.88. Total Catch (inches).9.8.7.6.5.4.3.. -5-4 -3 - - 3 4 5 Figure 8. Three improved overlapping pulls of Boom if the exact pattern is replicated on a 9-row spacing, of.53. Boom Evaluation This evaluation was performed on a Greenseeker reel and Briggs boom. The reel was driven by a small gasoline engine. Pressure at the pump was psi (much more than necessary), which was regulated at the boom nozzles to psi. The catch can results are shown in Figure 7 and the overlap strategy used at the time of evaluation would give the application pattern in Figure 8. Figure 9 gives the potential application efficiency and uniformity of this system on a 78-row spacing. The efficiency of this system was estimated at 85%. Catch (inches).9.8.7.6.5.4.3.. -5 - -5 5 5 Figure 7. The catch of Boom at various distances from the center line. Total Catch (inches).9.8.7.6.5.4.3.. -4-3 - - 3 4 5 Figure 9. An improved overlap strategy for Boom of 78-row spacing, of.8. Summary of Results The key results for each of the irrigation evaluations are summarized for comparison in Table, in addition to the DU LQ that would have been possible with optimal overlap and functional nozzles. Table. Summarized results for all tested irrigation systems. Big Gun Big Gun Boom Boom Efficiency (%) 58 6 86 85 Evaluation DU LQ..57.64.53 Possible DU LQ.75.86.88.8 Pump Pressure (psi) 5 3 55 Pressure Possible (psi) 5 3 55 35 4

The efficiency and distribution uniformity numbers for the big gun and boom system evaluations are consistent with what was expected. A typical efficiency for a big gun irrigation system is about 6%. Since their water application method is essentially the same as a center pivot, the booms were expected to have efficiencies in the same range as a center pivot (8 85%). Indeed, the results indicate that 4% more usable irrigation water is delivered to the soil with a boom system compared to a big gun. Although under ideal conditions the distribution uniformity of both systems was comparable, the big guns were much more susceptible to poor uniformity due to high wind conditions than the booms were. It was also interesting to note that uniformity was significantly improved with either system by increasing the overlap by just a few rows. This is equivalent to one or two extra pulls per field. Economic Comparisons Acquisition of a boom cart costs significantly more than a big gun cart, but there are potential long-term cost savings since booms are more efficient by operating at lower pressure and delivering more water to soil. Energy costs are directly related to pressure and flow rate. For example, if the pressure is cut in half, the energy costs can also be cut in half (assuming that the pump is changed so that equivalent pumping plant efficiencies can be obtained). Not only will this result in lower seasonal energy bills, but it will require less expensive pumps (lower horse power). Pump horsepower can be further reduced since less water must be pumped per unit area irrigated due to higher application efficiency of the boom system. An analysis was done to compare the potential costs of both a big gun and a boom system with both electric and diesel pumping plants for a typical grower in northwestern Washington. The following assumptions were made for both systems: water lift from the water source to the pump of ft flow rate of 35 gpm acres are irrigated per system seasonal irrigation requirement of 6 inches power transmission efficiency from motor to pump of 95% water pump efficiency of 8% electrical motor efficiency of 85%, diesel motor efficiency of 33% 7 electric power rates were used from Puget Sound Energy. These were 5.74 cents per kilowatthour (KWH) for consumption less than, KWH and 5.8 cents/kwh for consumption exceeding, KWH. In the most extreme case, only 38 kilowatts (kw) was demanded, which is less than the 5 kw cutoff for a demand charge so no demand charges were applied. Diesel was assumed to cost $.9/gallon and have 3,5 British thermal units (BTUs) of energy/gallon. A big gun system was assumed to require 5 psi at the pump to adequately operate with 6% application efficiency compared to a boom at 5 psi and 85% application efficiency. The results are given in Table. Table. Comparison of typical annual energy costs for big gun and boom systems in Skagit and Whatcom counties. Electric Diesel Big gun Boom Big gun Boom Energy Cost $,585 $73 $9,435 $,46 per Season Cost per acre-inch $.59 $. $9.44 $3.49 Required Motor 43 6 43 6 Size (hp) Given the assumptions outlined above, running a boom system instead of a big gun results in a total season energy savings of $66 with an electric pumping plant and $5,773 with a diesel pumping plant. Although a boom system has obvious pumping energy savings, it can require more labor to move than a big gun and would therefore result in higher labor costs. If an additional 3 minutes per move (interviewed growers reported 5 minutes additional time required or less) is allocated for moving a boom system 6 times per season at a skilled labor rate of $5/hour, there will be an additional labor cost of $, per season to move a boom compared to a big gun. If energy rates are assumed to increase at 9% per year, a grower can get a % return on otherwise saved money (unsecured investments), and a boom system will last 5 years with no salvage value, then the net present value of converting from a big gun to a boom (including energy, additional labor costs, and subtracting annualized equipment costs) is $8,473 5

with an electric pumping plant and $73,95 with a diesel pumping plant. This net present value of converting to a boom should be compared to the additional cost of the cart (approximately $4, as of February ) to determine whether it is costeffective to convert. In this scenario a grower using a diesel pump would save money in the long run, while a grower using an electrical pumping plant would not save money by converting. These cost differences are the results of energy savings only. Factors that were not considered but would also have very real effects on the economics of converting from a big gun to a boom type system are: Return to the producer due to increased crop yields and quality that will result from better uniformity of booms (especially under windy conditions). Although very difficult to predict or quantify, these differences will likely have the greatest effect on a grower s bottom line. The differences in the purchase and maintenance costs of lower horsepower pumps needed for boom systems compared to big guns. For comparison, the initial cost of a 6-cylinder diesel pump that will run two big guns at 5 psi is around $8,, while a 4-cylinder diesel pump to run two booms at 5 psi is closer to $,. Additional water and pumping costs to compensate for poor uniformity. More frequent repair and replacement costs to address problems with mainline and component wear and tear and failure of irrigation system components associated with higher pressures. All of these unconsidered factors provide further economic incentives to convert from big gun carts to booms, in addition to the energy cost differences calculated above. Practical Considerations While a big gun nozzle is large enough to pass most debris in an irrigation line, boom system nozzles and pressure regulators have significantly smaller orifices that plug with much smaller diameter debris. A filter will likely be needed if converting from a big gun to a boom system, depending on how clean the source water is. High wind conditions appear to not only push an application pattern to one direction, but also tighten it up. This means that under windy conditions, growers can improve uniformity by decreasing the spacing between pulls. Unfortunately this increases the number of pulls required to adequately irrigate a field, which is complicated by wind conditions that often change over the course of a day. Despite any irrigation system s inherent advantages and disadvantages, good irrigation scheduling and management have a large effect on energy cost savings and crop yield and quality. Saving pumping energy costs by operating sprinklers at pressures below manufacturer recommendations can result in poor irrigation uniformity, yields, crop uniformity, and crop quality, all of which hurt a grower s bottom line. Maximizing the spacing between pulls is attractive because it decreases labor requirements, but irrigation uniformity suffers greatly. Conclusion The evaluations indicated that the irrigation efficiency and uniformity of a typical boom is significantly greater than a typical big gun. Under ideal conditions and optimal spacing, boom systems have similar distribution uniformity to big gun systems. However, big guns are much more susceptible to poor uniformity in higher wind conditions. Overlap should be increased (fewer rows between pulls) under high wind conditions. In general, the uniformity of all the systems measured could be improved greatly by increasing the overlap. The lower pressures required by a boom and subsequent water savings would likely make the transition to a boom system cost-effective due to energy savings alone for those using diesel pumping plants. Those using electric pumping plants will likely see less economic benefits due to energy savings by converting. Although any irrigation system can have very real limitations, good management of existing equipment may be even more important to good crop uniformity and quality than switching to a different system. 6

References Hoffman, G.J., R.G. Evans, M.E. Jensen, D.L Martin, and R.L. Elliott. 7. Design and Operation of Farm Irrigation Systems. nd Edition. American Society of Agricultural and Biological Engineers, St. Joseph, MI. Merriam, J.L, and J. Keller. 978. Farm Irrigation System Evaluation: A Guide for Management. Utah State University, Logan, UT. 7

The authors of this report are R. Troy Peters, WSU Extension Irrigation Specialist Donald McMoran, WSU Skagit County Natural Resources Extension Agent The title photo is author Donald McMoran measuring the volume in a catch can with a boom irrigation system in the background. College of Agricultural, Human, and Natural Resource Sciences WSU Extension bulletins contain material written and produced for public distribution. Alternate formats of our educational materials are available upon request for persons with disabilities. Please contact Washington State University Extension Publishing and Printing for more information, at -8-73-763 or http://pubs.wsu.edu. Issued by Washington State University Extension and the U.S. Department of Agriculture in furtherance of the Acts of May 8 and June 3, 94. Extension programs and policies are consistent with federal and state laws and regulations on nondiscrimination regarding race, sex, religion, age, color, creed, national or ethnic origin; physical, mental or sensory disability; marital status, sexual orientation, and status as a Vietnam-era or disabled veteran. Evidence of noncompliance may be reported through your local WSU Extension office. Trade names have been used to simplify information; no endorsement is intended. Published February. Subject code 34. FS3E