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Joe Massey Department of Plant & Soil Sciences Mississippi State University

Water-Conserving Irrigation Systems for Furrow Irrigated Soybean and Rice Grown in the Mississippi Delta. Joe Massey Department of Plant & Soil Sciences Mississippi State University. Acknowledgements. Tim Walker (MS DREC) Shane Powers (YMD) Lyle Pringle (MSU DREC) Jim Thomas (MSU ABE ret.)

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Joe Massey Department of Plant & Soil Sciences Mississippi State University

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  1. Water-Conserving Irrigation Systems for Furrow Irrigated Soybean and Rice Grown in the Mississippi Delta Joe MasseyDepartment of Plant & Soil Sciences Mississippi State University

  2. Acknowledgements • Tim Walker(MS DREC) • Shane Powers(YMD) • Lyle Pringle(MSU DREC) • Jim Thomas(MSU ABE ret.) • Tom Eubank(MSU DREC) • MAFES • MS Rice Promotion Board • MS Water ResourcesResearch Institute • MS Soybean Promotion Board • YMD Support Collaborators • Justin Dulaney(Coahoma Co.) • Earl Kline(Bolivar Co.) • Collier Tillman(Leflore Co.) • Buddy Allen(Tunica Co.) • Kirk Satterfield(Bolivar Co.)

  3. Soybean-Rice Rotation • Common rotations are 2:1 or 1:1 soybean:rice. • 2008 crop value: ~$430 million (soybean) and ~$208 million (rice) for the Mississippi Delta.

  4. Crop Acres in MS DeltaUSDA NASS (2011)

  5. Avg. Irrigation Water Use (A-ft/A)(YMD, 2010)

  6. Estimated Irrigation Water Use (A-ft/A) 247,000 A rice @ 100% flood irrigated x 3.07 A-ft/A =~758,000 A-ft water/yr (rice crop) 1,054,000 A soybean @ 65% irrigated x 0.76 A-ft/A = ~520,000 A-ft water/yr (soybean crop) Estimated combined rice-soy water use: ~1.3 million A-ft/yr YMD total water use in 2010: ~2.5 million A-ft/yr

  7. 2011 Soybean Phaucet-Optimzed Furrow Irrigation Results

  8. Potential Water Savings in Furrow-Irrigated Soybean (A-ft/A) 1,054,000 A soybean @ 65% irrigated x 0.76 A-ft/A = ~520,000 A-ft water/yr (soybean crop) @ 22% savings via Phaucet = up to ~100,000 A-ft YMD estimated average overdraft: ~300,000 A-ft/yr

  9. Soybean Phaucet-Optimzed Furrow Irrigation Results Comments: MSU Phaucet trials have been conducted on rectangular, relatively ‘uniform’ fields…savings could be greater than 22% on hard-to-water, irregularly-shaped fields, but such fields are hard to study.

  10. Phaucet Comments: Pump timers may be important to securing savings unless someone will be present to shut-off well when field waters out. Grainger Brand Switch~$30 each Murphy Switch Brand~$280 each

  11. Potential Water & Energy Savings in Rice

  12. Pringle (1994)How much water does rice actually need? Depending on soil and cultivar, rice needs ~14 to 25 inches water (1.1 to 2.1 A-ft/A) per 80-day flood in Mississippi. Avg. Evapo- Transpiration Losses Avg. Deep Percolation Losses 1991 rainfall was 66.5% of avg. 1993 rainfall was 97.9% of avg. ET was linearly-related to biomassproduction

  13. YMD (2009) 6-yr average water use in Mississippi rice production 44 38 38 31 Total H2O Requirements (ET + Soil Percolation) = ~14 to 25 A-in/A 9 20 9 Pringle (1994): Water Use Requirements for Rice in the MS Delta

  14. Estimated Adoption Rates for Rice Irrigation Systems in MS (2009) Sources: MSU Extension Service grower surveys; rice consultant surveys; YMD permitting data.

  15. Zero-Grade Rice IrrigationAgronomic Issues Limit Adoption • Drawbacks of Zero-Grade Systems: • Water-logging of rotational crops, leading to continuous rice systemswhich can result in • Pest management issues (weed resistance; herbicide carry-over) and • Loss of yield bump associated with Soy-Rice Rotation • Conversion of 0-Grade to “Ridge-Irrigation” in Tunica Co. • Farmers creating crest in center of 0-grade 40-acre fields to have 0.3-ft fall: • Rice irrigated as normal for 0-grade. • Soybean irrigated with tubing placed on ridge down center of field.

  16. Estimated Adoption Rates for Rice Irrigation Systems in MS (2009) Sources: MSU Extension Service grower surveys; rice consultant surveys; YMD permitting data.

  17. Multiple-Inlet Irrigationin Straight-Levee Systems

  18. Riser Straight-Levee System

  19. Advantages of Side-Inlets: • More rapid flood establishment. • Reduced nitrogen loss. • Improved herbicide activation. • Greater control of flood. • Facilitates adoption of otherwater-saving practices. MAFES Publication No. 2338 Thomas et al. (2004) Multiple-Inlet Irrigationin Straight-Levee Systems Tacker (2010): Approximate cost = $12/A (tubing + labor)

  20. Estimated Energy Used By Groundwater-Based Irrigation Systems per A-in Water Delivered For every inch of water not pumped, at least 0.7 gallon/A diesel fuel saved.

  21. Approximate water and fuel savings for adoption of side-inlet in straight-levee system 38 - 31 in = 7-in water savings (22%) @ 0.7 gal diesel/in = 5 gal diesel/A @ $3/gal = ~ $15/A 38 Less ~$12/A cost of tubingand labor = ~ $2/A net savings 38 31 9 9

  22. Approximate water and fuel savings for adoption of side-inlet in straight-levee systemwith 25 A-in/A target 38 - 25-in = 13-in water savings (52%) @ 0.7 gal diesel/in = 9 gal diesel/A saved @ $3/gal diesel = ~$27/A less tubing + labor = $15/A (net) 38 38 31 Total H2O Requirements (ET + Soil Percolation) = ~14 to 25 A-in/A 9 9

  23. Estimated Irrigation Water Use (A-ft/A) 247,000 A rice x 0.45 = 112,500 A straight-levee ricex ~ 1-ft/A water savings (38 A-in  25-A-in) = ~100,000 A-ft savingssaved by adoption of multiple-inlet irrigation on existing straight-levee fields Phaucet-optimized savings in soy: Up to 100,000 A-ftMultiple-inlet rice irrigation savings: Up to 100,000 A-ft = ~ 2/3 of 300,000 A-ft annual overdraft (potential)

  24. 44 38 31 22 20 SL + Side Inlet + Intermittent Average Water Use by Different MS Rice Irrigation Systems 9-yr average @ Dulaney Seed

  25. 44 38 31 21 20 SL + Side Inlet + Intermittent Average Water Use by Different MS Rice Irrigation Systems 4-yr average @ Kline Farms

  26. Farmers Extend Savings of Multiple-Inlet Rice Irrigation by: • Managing flood to increase rainfall capture and to reduce over-pumping. • Very shallow flooding. • Managing each paddy as separate production unit.

  27. Flood Management within Each Paddy Top of Levee Top of Levee Emergency Overflow Top of Gate ~12-in 4-in Freeboard for Rain Capture 4-in Controlled Flood • Irrigate each paddy as needed, not on a schedule. • Prevent water movement from one paddy to next. • Keep levels low to capture rainfall.

  28. Multiple-Inlet Irrigationin Straight-Levee Systems Tacker (2010): Approximate cost = $12/A (tubing + labor)

  29. 44 38 38 31 20 9 9 2011 Rice Irrigation TrialsKline 38-A field, clay soil Total H2O Use = 7.6-in (rainfall) + 18-in (irrigation) = 25.6-in

  30. Depth Gauges Used to Aid in Flood Management • Allows rapid determinationof flood status. • Tillman constructed 200in an afternoon.

  31. Flow Meters used as Management Tool Permanently Installed Saddle-Type

  32. Flow Meters used as Management Tool Portable flow meter

  33. Tools & Methods to Efficiently Lay Tubing

  34. Tools & Methods to Efficiently Lay Tubing

  35. Tools & Methods to Efficiently Lay Tubing Takes a 3-person crew ~1 hour to lay one roll of 10 mil x 15-intubing, install gates, punch air holes, and begin initial flood.

  36. Summary Multiple (Side) Inlet Irrigation is: A proven, cost-effective flood management tool currently available to MS growers. Serves as a ‘foundation’ on which greater water and energy savings can be achieved by managing flood to capture rainfalland reduce over-pumping. 2010 tubing + labor costs: ~$12/A(Tacker, 2010) Takes a 3-person crew ~1 hour toinstall one roll of tubing incl. gates(E. Kline; J. Dulaney, 2011)

  37. Summary Phaucet-optimized savings in soy: Up to 100,000 A-ftMultiple-inlet rice irrigation savings: Up to 100,000 A-ft = ~ 2/3 of 300,000 A-ft annual overdraft (potential)

  38. Systematic Approach to Water and Energy Conservation in Irrigation of Row Crops $ Crop Breeding AgronomicManagement Managing short- vs. longer-term risks Economics State/FederalRegulations Irrigation Technology

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