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This presentation will review the issues involved with nitrate nitrogen export from agricultural subsurface drainage (tile).
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Bruce Atherton, P.E.Agricultural EngineerNRCS, Ankeny, Iowa
Agribusiness Showcase & ConferenceFebruary 7, 2012
Subsurface Drainage & Water Quality
Subsurface Drainage and Water Quality
Review effects of agricultural subsurface drainage Review nutrient levels in streams, especially nitrates Review strategies to reduce nitrate export from field to
stream and the effectiveness of each Look at NRCS cost-share and payment rates Reminder of Conservation Compliance
BENEFITS OF CROPLAND DRAINAGE
Remove excess water Improve crop rooting
environment Enhanced soil warming Improved trafficabilty
More timely field operations Earlier planting date
Reduce soil compaction Increase nitrogen availability
and efficiency Save energy Reduce runoff and erosion Reduce flooding potential Increase yields and income
Bars Indicate Relative Crop Yield Increase with Drainage Improvement
Background Shading Indicates Reduction in Year-to-Year Variability in Crop Yields
Subsurface Drainage in Iowa
Estimates for Iowa
36 million acres of land
23 million acres of row crops
9 million acres with artificial subsurface drainage
(742,500 miles at 100 foot spacing)
6 million acres in 3000+ organized drainage districts
Source: Baker, et al. 2004. Subsurface Drainage in Iowa and the Water Quality Benefits and Problem
Environmental Effects of Subsurface Drainage
• Compared to undrained agricultural land, improved subsurface drainage can (at the field level)• Reduce the peak runoff rate 15 to 30% • Reduce the total surface runoff that leaves the site 29 to 65% • Reduce sediment losses by 16-65%• Reduce the loss of phosphorus up to 45% • Reduce the loss of soil-bound nutrients 30 to 50% • Increase NO3-N losses
Source: Zucker, L.A. and L.C. Brown (Eds.). 1998. Agricultural Drainage: Water Quality Impacts and Subsurface
Drainage Studies in the Midwest. Ohio State University Extension Bulletin 871. The Ohio State University.
Change in Nitrate Concentrations in Midwest Rivers
Source: Goolsby, D.A. and W.A. Battaglin. 2000. Nitrogen in the Mississippi Basin-Estimating Sources and Predicting Flux to the Gulf of Mexico
In the 20th century there were changes in:
• land use / cropping
• fertilizer use
• improved drainage
River Nitrate Levels(Concentration is important for drinking water suppliers)
Source: Mary Skopec, Ph.D., IOWATER & Stream Monitoring Coordinator, Iowa DNR. Personal Communicatoin, December 2011.
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Iowa River at Gifford
Nit
rate
+ N
itri
te (
mg
/L)
EPA Drinking Water Standard Trendline
2002 estimated nitrate/nitrite loading:
960,000 metric tons(12th highest in 22 yrs)
Gulf Hypoxia(Load is also important)
Gulf Hypoxia Action Plan Nutrient Reduction Goals
Current (2003-2007) average hypoxic zone is 14,644 km2
Goal is 5,000 km2 hypoxic zone (5-yr average) Strategy is a target nutrient reduction of:
45% reduction in total nitrogen flux 45% reduction in total phosphorus flux
(Measured against average 1980 - 1996 levels)
Source: Draft Hypoxia 2008 Action Plan, November 9, 2007
Gulf Hypoxia Changes in Nutrient Loading
Annual loads from 2001-2005 time period(Measured against average 1980 - 1996 levels) 21% reduction in total nitrogen flux 12% increase in total phosphorus flux
Current load estimates by source Point sources - 22% of N loads, 34% of P loads Point sources - higher share than earlier estimates
Source: Draft Hypoxia 2008 Action Plan, November 9, 2007
Gulf Hypoxia Nutrient Reduction Strategies
USDA will place additional emphasis on conservation practices with high potential for reducing nutrient loadings, such as
nutrient management cover crops siting of wetlands on-farm drainage water management
Source: Draft Hypoxia 2008 Action Plan, November 9, 2007
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80DrainageNitrate-N ConcentrationNitrate-N Loss
Corn-Soybean Rotation 150/160 lb-N/acre Application Rate
Variability in Drainage, Nitrate Concentration and Nitrate Loss
Source: Slide courtesy of Matt Helmers, Ph. D., ISU Extension Agricultural EngineerData based on a research study at Gilmore City, Iowa
Nutrient Reduction Strategies
• Nutrient management• Cropping changes• Cover crops
• Constructed Wetlands• Bioreactors
• Drainage design • Drainage water management
Photo Courtesy of IDALS
Photo by Lynn Betts, USDA-NRCSPhoto by Lynn Betts, USDA-NRCS
Photo courtesy The Ohio State University
Photo by Bruce Voights, Wright SWCD
Agronomic Strategies
Nutrient management Reduced tillage Cropping changes Cover crops
Nutrient management effects
Some NO3-N loss will occur even with no N application Increased soil NO3-N resulting from large N applications appears
to be buffered by large amount of NO3-N naturally present in soil In one Iowa study, NO3-N concentrations were not higher for fall
applied N Split N applications during the growing season have not shown
large or consistent reduction in NO3-N concentrations in drainage water
Source: Baker, et al. 2004. Subsurface Drainage in Iowa and the Water Quality Benefits and Problem. In: Proceedings of the Eighth International Drainage Symposium, March 21-24, 2004.
Impact of Nitrogen Application Rate
Source: Slide courtesy of Matt Helmers, Ph. D., ISU Extension Agricultural EngineerData based on a research study at Gilmore City, Iowa
Nitrate-N Concentration as a Function of Nitrogen Application
Source: Slide courtesy of Matt Helmers, Ph. D., ISU Extension Agricultural EngineerData based on a research study at Gilmore City, Iowa
Impact of Nitrogen Application Rate
~15% Reduction
Source: Slide courtesy of Matt Helmers, Ph. D., ISU Extension Agricultural EngineerData based on a research study at Gilmore City, Iowa
Tillage Effects
Study of four tillage systems in NW Iowa• NO3-N concentrations in moldboard- and chisel-plowed fields
averaged 30-50% higher than for flat and ridged no-till fields. (C-Sb rotation)
• In continuous corn, losses from no-till fields were about the same as for plowed field because of increased flow.
Differences may be due to:• Change in volume and route of infiltration• Difference of N mineralization
Source: Baker, et al. 2004. Subsurface Drainage in Iowa and the Water Quality Benefits and Problem. In: Proceedings of the Eighth International Drainage Symposium, March 21-24, 2004.
Crop Effects
NO3-N concentration in shallow saturated soils
• 0.2 mg/L – native grass in RR right-of-way• >10 mg/L – row crop field < 20’ away
Studies in Iowa showed much reduced NO3-N concentrations for alfalfa, CRP, and small grains
A Minnesota study showed an 90% reduction in NO3-N leaching losses with CRP
Another study of alfalfa or alfalfa/grass vs. C-Sb rotation showed 96% reduction in NO3 lost in subsurface drains
Source: Baker, et al. 2004. Subsurface Drainage in Iowa and the Water Quality Benefits and Problem. In: Proceedings of the Eighth International Drainage Symposium, March 21-24, 2004.
Cover Crops Effects
Iowa study, C-Sb rotation, rye planted each year Canisteo and Nicollet soils in Boone Co.
• Significantly reduced subsurface drainage water NO3 concentrations and NO3 loads in all 4 years
• 4-year average reduction in NO3 concentration was 59%
• 4-year average reduction in NO3 load was 61%
• Corn yield reduction in 2002 but not 2004
• No Soybean yield reduction
Source: Kaspar et al. 2007. Rye Cover Crop and Gamagrass Strip Effects on NO3 Concentration and Load in Tile Drainage. J. Environ. Qual. 36:1503-1511.
Nutrient Reduction Strategies
• Nutrient management• Cropping changes• Cover crops
• Constructed Wetlands• Bioreactors
• Drainage design • Drainage water management
Photo Courtesy of IDALS
Photo by Lynn Betts, USDA-NRCSPhoto by Lynn Betts, USDA-NRCS
Photo courtesy The Ohio State University
Photo by Bruce Voights, Wright SWCD
Constructed Wetlands
Remove nitrogen through denitrification• Studies show average total nitrogen removal ranges
from 37% to 65%
Source: Appleboom, T.W., and J.L. Fouss. 2004. Methods for removing Nitrate Nitrogen from Agricutlural Draiange Waters: A Review and Assessment. ASABE Paper No. 062328. St. Joseph, MI: ASABE.
Photo by Bruce Atherton, Iowa NRCS
Constructed Wetlands Iowa Conservation Reserve Enhancement Program (CREP) Research at Iowa State University has shown that wetlands
meeting CREP requirements will remove 40-90% of the nitrate received
The area of these wetlands is 0.5 % to 2% of the contributing watershed area
Photo by Bruce Atherton, Iowa NRCS
Drainage Water TreatmentWoodchip Bioreactor
Source: Christianson, Laura and Matthew Helmers. 2011. Woodchip bioreactors for nitrate in agricultural drainage. Iowa State University Extension Publication. PMR 1008. Available at: https://store.extension.iastate.edu/ItemDetail.aspx?ProductID=13691.
Design by Richard Cooke, University of Illinois
Nitrate-nitrogen is removed from the drainage water by denitrification inwhich nitrate is converted to mostly nitrogen gas
Bioreactors
Several Bioreactors have been installed in Iowa, many with financial assistance from the Iowa Soybean Association
Bioreactors are eligible for NRCS funding assistance (EQIP)
Nitrate reduction varies from 10% to 90+%, averages ~35-40%
Still in research & demonstration stage
Photo by Bruce Voights, Wright SWCD
Nutrient Reduction Strategies
• Nutrient management• Cropping changes• Cover crops
• Constructed Wetlands• Bioreactors
• Drainage design • Drainage water management
Photo Courtesy of IDALS
Photo by Lynn Betts, USDA-NRCSPhoto by Lynn Betts, USDA-NRCS
Photo courtesy The Ohio State University
Photo by Bruce Voights, Wright SWCD
Golden Rule of Drainage
Only release the amount of water necessary to insure trafficable conditions for field operations and to provide an aerated crop root zone
any drainage in excess of this rule likely carries away nitrate and water that is no longer available for crop uptake - Attributed to Wayne Skaggs
Precision drainage?
Drain Design Modifications
Decrease drainage intensity• Wider spacing• Shallower depths
Drainage Water Management
Source: Appleboom, T.W., and J.L. Fouss. 2004. Methods for removing Nitrate Nitrogen from Agricutlural Draiange Waters: A Review and Assessment. ASABE Paper No. 062328. St. Joseph, MI: ASABE.
Conventional Drainage
Free Outlet
Hydrological modifications of subsurface (tile) drainage systems to reduce subsurface drainage from Iowa’s tile landscapes:-
Subsurface Drainage Types
Shallow Drainage Controlled Drainage
Subsurface (tile) Drainage System : Representation in DRAINMOD
Water table
Impermeable layer
Drain Drain
Evapotranspiration Evapotranspiration
Subsurface drainage Subsurface drainageVertical seepage
Surface runoffSurface runoff
Lateral seepage
Lateral seepage
Precipitation Precipitation
Shallow Drainage
Minnesota Research
15% reduction in nitrate loss As high as 40% on some plots 15-40% water conserved No yield changes observed
Source: Gary Sands, P.E.
Nitrate Loss & Drain Depth
Source: Illinois Drainage Guide (online). http://www.wq.uiuc.edu/dg/
Conventional Drainage
Free Outlet
Hydrological modifications of subsurface (tile) drainage systems to reduce subsurface drainage from Iowa’s tile landscapes:-
Subsurface Drainage Types
Shallow Drainage Controlled Drainage
Drainage Water Management(Controlled Drainage)
Since 1984, over 4000 water control structures affecting about 400,000 acres have been installed in North Carolina.
Conservative estimates based on results of research indicate that these systems, properly managed, reduced N losses to coastal streams and estuaries by 4 million pounds annually.
Research in North Carolina (1990-2010) showed: Controlled drainage plots on both sites experienced significant (10.4%) corn yield
increases compared to the free drainage plots. No significant change in wheat yields was observed under CD. Soybean yield increased in all years.
Research in the Midwest has failed to show significant yield increases
Source: C.A. Poole et al. 2011. The Effects of Drainage Water Management on Crop Yields in Eastern North Carolina. ASABE Paper No. 1111599. St. Joseph, MI: ASABE.
The water level control device place in a tile line. The area impacted is a function of the slope of the field. The flatter the field the greater the area impacted.
Ditc
h
Raised Water Table
Riser Boards (Adjustable)
Tile
Drainage DesignThe Influence of Slope
Image courtesy of Agri Drain Corp.
Typical layout of subsurface drainage system
Image courtesy of Agri Drain Corp.
Idealized drain layout for drainage water management (DWM)Drain laterals laid on contour to maximize area in management zone
MarFeb May Jun Jul Aug Sep Oct NovJan DecApr
Drain Watertable
Seasonal Water Table Management
Source: Gary Sands, P.E.
Planting Lower water
table for trafficability
Growing season Raise to hold water, but manage for plant health
Harvest Lower water
table if needed for trafficability
Non-growing season Raise to near the surface
Seasonal Water Table Management
Source: Illinois NRCS
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Managing the Water TableISU Research – Crawfordsville, Iowa
Source: Helmers, Matt. July 2010. Personal Communication
Outlet Setting
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Outlet LevelDepth to water table mid-way between drains
Source: Helmers, Matt. July 2010. Personal Communication
Managing the Water TableISU Research – Crawfordsville, Iowa
DWM Example of Area Controlled
Water Control structure set just below 1128 contour.
Shaded area includes the area between 1128 and 1130 contours.
Drainage Water Management
Drainage Water Management - Drain layout at a Minnesota site
Source: Agriculture Drainage Management Drainage Coalition; http://www.admcoalition.com/
Drainage Water ManagementSoutheast Iowa Research
Drainage water management through controlled or shallow drainage significantly reduced overall drainage by 30 to 40%
Nitrate load reduction closely follows the drainage reduction Implies the nitrate load can be reduced 30-40%
Water table response was quick with drawdown to tile depth within 2 to 3 days after significant rain events
Source: Helmers, et al. 2010. Water Table Response to Drainage Water Management in Southeast Iowa ASABE Paper No. IDS-CSBE100138. St. Joseph, MI: ASABE.
Wetland-Reservoir-Subirrigation (WRSIS)
Source: http://www.ars.usda.gov/Research/docs.htm?docid=14999&page=9Accessed January 18, 2008.
A WRSIS is a water management system to collect subsurface drainage and runoff, treat this water in a constructed wetland, and store the treated water in a reservoir for subsequent use for subirrigation during drier parts of the growing season.
WRSIS Benefits
Source: http://www.ars.usda.gov/Research/docs.htm?docid=14999&page=9Accessed January 18, 2008.
Potential benefits of this system inlcude:(1) enhanced crop yields, (2) reduced offsite release of nutrients, pesticides, and sediment, (3) additional wetland vegetation and wildlife habitat, (4) more carbon sequestration in soil, and possibly,(5) decreased flooding potential downstream
Marsh Foundation WRSIS site in Van Wert Co., Ohio
WRSIS Yield Benefits
Source: http://www.ars.usda.gov/Research/docs.htm?docid=14999&page=9Accessed January 18, 2008.
As of 2006, at 3 sites, 1996-2006 WRSIS subirrigated yield increases for corn and soybeans, respectively, were :
30.8% and 26.0% during drier growing seasons
13.3% and 6.9% during near average to wetter growing seasons
18.1% and 13.0% overall.
Schematic of a WRSIS site in Fulton Co., Ohio
Tilepl
ant
upta
ke
deni
trifi
catio
n
leaching
filtering
interflow
Schematic of nitrogen transformation and retention in a riparian buffer.
Source: Slide provided by Dan B. Jaynes, USDA-ARS-National Laboratory for Agriculture and the EnvironmentJanuary 2012.
Question:
Could reconnecting tile flow to riparian buffers remove substantial amounts of nitrate before it reaches surface waters?
Source: Slide provided by Dan B. Jaynes, USDA-ARS-National Laboratory for Agriculture and the EnvironmentJanuary 2012.
Source: Slide provided by Dan B. Jaynes, USDA-ARS-National Laboratory for Agriculture and the EnvironmentJanuary 2012.
Source: Slide provided by Dan B. Jaynes, USDA-ARS-National Laboratory for Agriculture and the EnvironmentJanuary 2012.
Induced interflow
b) Enhanced denitrificationa) Enhanced uptake
c) Surface discharge d) Channel slumping
Source: Slide provided by Dan B. Jaynes, USDA-ARS-National Laboratory for Agriculture and the EnvironmentJanuary 2012.
Source: Slide provided by Dan B. Jaynes, USDA-ARS-National Laboratory for Agriculture and the EnvironmentJanuary 2012.
Saturated Buffer Summary
•1st year shows re-saturating riparian buffers can remove all the nitrate that is diverted into them.•We were able to divert about 60% of the flow from a tile draining about 50 ac of field•The cost of the practice is comparable to other N removal practices•Practice shows potential of preventing > 11 million lbs of N from entering IA streams each year•Currently expanding study by re-saturating 3 new sites in each of IA, IL, and IN (CIG – ADMC).
Source: Slide provided by Dan B. Jaynes, USDA-ARS-National Laboratory for Agriculture and the EnvironmentJanuary 2012.
Summary
Approach Nitrate Reduction
Limitations
Nutrient management
0 – 15% Most reductions already obtained
No-till vs. conventional (C-Sb)
30 – 50% Acceptance
No-till vs. conventional (C-C)
~ 0% No advantage
Alfalfa/Grass/CRP vs. row crop
~ 90% Economics
Rye cover crop > 50% Additional expense, tripsAllelopathic effects on cornTimeliness at harvest
Summary (Cont)
Approach Nitrate Reduction Limitations
Constructed Wetlands
37 – 65% Topography
Bioreactors 10 – 90% ExpenseMore research needed
Drain intensity (design)
~15% up to 40% TopographyNew systems only
Drainage Water Management
~ 50% (but maybe not in Iowa)
TopographySeasonal flow
Saturated Buffers ~60% (one site, one year) Limited Research
NRCS Financial Assistance
Cover Crop Practice Code 340 Crops including grasses, legumes, and forbs planted for seasonal
cover and other conservation purposes.
EQIP payment rate for 2012 is about $19.99 (oats) to $27.08 (rye) per acre
Rates may be higher for historically underserved persons and for initiative projects.
NRCS Financial Assistance
Bioreactor Practice Code 747 A structure containing a carbon source (wood chips) to treat
subsurface drainage outflow.
EQIP payment rate for 2012 is about $4000 each Rates may be higher for historically underserved persons and for
initiative projects.
NRCS Financial Assistance
Drainage Water Management Plan Conservation Activity Plan - 130 Plan is completed by a certified Technical Service Provider (TSP)
who is paid by the farmer Each plan is for one field Plan includes
A topographic survey of the field Location of the control structures the controlled zones Description of when and how to adjust the stop boards
EQIP payment rate for 2012 is about $1400 - $1600 per plan Rates may be higher for historically underserved persons and for
initiative projects.
NRCS Financial Assistance
Structure for Water Control Practice Code 587 Installation of a water control structure in a drainage system (for
example, an Agridrain inline control structure) Payment is for each structure EQIP payment rate for 2012 is about $1000 for a structure 10” or
smaller EQIP payment rate for 2012 is about $1400 for a structure 12” or
larger Rates may be higher for historically underserved persons and for
initiative projects.
NRCS Financial Assistance
Drainage Water Management Practice Code 554 This is the annual management of the control structures in a field
with a drainage water management plan Farmer adjusts stop boards and records settings
EQIP payment rate for 2012 is about $5.05 per acre
Rates may be higher for historically underserved persons and for initiative projects.
Mississippi River Basin Healthy Watersheds Initiative
Mississippi River Basin Healthy Watersheds Initiative
13 state effort
$80,000,000 per year for 4 years (authorized)
In Iowa there are 13 projects in 6 watersheds Fiscal year 2010 - $1.35 million for 45 contracts
Fiscal year 2011 - $6 million obligated for 155 contracts
Farm Bill Compliance
• When producing an annual agricultural commodity, USDA program participants must apply an approved conservation system that meets the substantial reduction or no substantial increase definitions, (see NFSAM, Part 512, Subpart A, Paragraph 512.01(e).)
• To maintain eligibility, participants must also certify that they have not produced crops on converted wetlands after December 23, 1985, and did not convert a wetland after November 28, 1990, to make agricultural production possible.
• NRCS will determine whether land contains areas that are classified as a wetland type.
Ref: National Food Security Act Manual, Fourth Edition, January 2008. 510.02, 510.12
Wetland Delineation Process(abridged)
Producer requests wetland determination via form AD-1026
• Or, NRCS responds to a whistleblower complaint
NRCS personnel determine if sampling units in a field , either cropland or non-cropland, meet the definition of wetlands
• Hydrophytic vegetation, hydric soils, hydrology
The Food Security Act wetland type is determined. If site is altered by drainage, an exemption may be granted. Labels may include:
• W – Wetland or NW – Non-wetland
• PC – Prior converted cropland
• FW – Farmed wetland
• FWP – Farmed wetland pasture
Farmer is notified of decision and has a right to appeal
Allowable Maintenance Actions
Allowable Maintenance
(1) Maintenance or improvement of drainage systems is allowable on all prior converted (PC) cropland as long as adjacent wetlands are not adversely affected.
(2) On farmed wetland (FW) and farmed wetland pasture and hayland (FWP), manipulation that exceeds the scope and effect of the original manipulation will result in ineligibility for USDA program benefits.
Ref: National Food Security Act Manual, Fourth Edition, January 2008. 516.12
Contact information:Bruce Atherton, P.E. Agricultural EngineerUSDA-NRCS1513 N. Ankeny Blvd., Ste. 3Ankeny, IA 50023-4167Ph: 515-964-1883 Fax: 515-964-8613Email: [email protected]
USDA is an Equal Opportunity Provider and Employer