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Subsurface Drainage & Water Quality




                                     Bruce Atherton, P.E.
Agribusiness Showcase & Conference   Agricultural Engineer
February 7, 2012                     NRCS, Ankeny, Iowa
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
Background
Bars Indicate   Shading
Relative Crop   Indicates
Yield           Reduction in
Increase with   Year-to-Year
Drainage        Variability in
Improvement     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

                                                                                                 In the 20th century there
                                                                                                 were changes in:
                                                                                                 • land use / cropping
                                                                                                 • fertilizer use
                                                                                                 • improved drainage




Source: Goolsby, D.A. and W.A. Battaglin. 2000. Nitrogen in the Mississippi Basin-Estimating Sources and Predicting Flux to the Gulf of Mexico
River Nitrate Levels
             (Concentration is important for drinking water suppliers)


                                                       Iowa River at Gifford
                                        16

                                        14

                                        12
             Nitrate + Nitrite (mg/L)




                                        10

                                         8

                                         6

                                         4

                                         2

                                         0




                                             EPA Drinking Water Standard                 Trendline
Source: Mary Skopec, Ph.D., IOWATER & Stream Monitoring Coordinator, Iowa DNR. Personal Communicatoin, December 2011.
Gulf Hypoxia
(Load is also important)




                           2002 estimated
                           nitrate/nitrite loading:

                           960,000 metric tons
                           (12th highest in 22 yrs)
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
Variability in Drainage, Nitrate
                  Concentration and Nitrate Loss




                                                                                                      Nitrate-nitrogen Concentration (ppm)
                30                                   Drainage                                   30                                           80




                                                                                                                                                  Nitrate-nitrogen Loss (lb-N/ac)
                                                     Nitrate-N Concentration
                25                                   Nitrate-N Loss                             25
                                                                                                                                             60
Drainage (in)




                20                                                                              20

                15                                                                              15                                           40

                10                                                                              10
                                                                                                                                             20
                  5                                                                             5

                  0                                                                             0                                            0
                   19 0
                   19 1
                   19 2
                   19 3
                   19 4
                   19 5
                   19 6
                   19 7
                   19 8
                   20 9
                   20 0
                   20 1
                   20 2
                   20 3
                  er 4
                      e
                     9
                     9
                     9
                     9
                     9
                     9
                     9
                     9
                     9
                     9
                     0
                     0
                     0
                     0
                Av 0
                    ag
                   19




 Corn-Soybean Rotation 150/160 lb-N/acre Application Rate
                Source: Slide courtesy of Matt Helmers, Ph. D., ISU Extension Agricultural Engineer
                Data based on a research study at Gilmore City, Iowa
Nutrient Reduction Strategies
• Nutrient management
• Cropping changes
• Cover crops

                             Photo by Lynn Betts, USDA-NRCS
                                                              Photo by Lynn Betts, USDA-NRCS


                           • Constructed Wetlands
                           • Bioreactors

 Photo Courtesy of IDALS   • Drainage design
                           • Drainage water management               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 Engineer
  Data 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 Engineer
Data 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 Engineer
  Data 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 NO 3
    Concentration and Load in Tile Drainage. J. Environ. Qual. 36:1503-1511.
Nutrient Reduction Strategies
• Nutrient management
• Cropping changes
• Cover crops

                             Photo by Lynn Betts, USDA-NRCS
                                                              Photo by Lynn Betts, USDA-NRCS


                           • Constructed Wetlands
                           • Bioreactors

 Photo Courtesy of IDALS   • Drainage design
                           • Drainage water management               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%




                                    Photo by Bruce Atherton, Iowa NRCS


    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.
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 Treatment
                             Woodchip Bioreactor


Nitrate-nitrogen is
removed from the
drainage water by
denitrification in
which nitrate is
converted to mostly
nitrogen gas



                                                     Design by Richard Cooke, University of Illinois


      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.
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 &         Photo by Bruce Voights, Wright SWCD

    demonstration stage
Nutrient Reduction Strategies
• Nutrient management
• Cropping changes
• Cover crops

                             Photo by Lynn Betts, USDA-NRCS
                                                              Photo by Lynn Betts, USDA-NRCS


                           • Constructed Wetlands
                           • Bioreactors

 Photo Courtesy of IDALS   • Drainage design
                           • Drainage water management               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.
Hydrological modifications of subsurface (tile) drainage systems to reduce
                  Subsurface Drainage Types
subsurface drainage from Iowa’s tile landscapes:-




                             Conventional Drainage
                                  Free Outlet




       Shallow Drainage                                Controlled Drainage
Subsurface (tile) Drainage System : Representation
in DRAINMOD
     Evapotranspiration                              Evapotranspiration
  Precipitation                                               Precipitation
Surface runoff                                                            Surface runoff




 Lateral                         Water table                                      Lateral
 seepage                                                                          seepage

                       Drain                         Drain

           Subsurface drainage                         Subsurface drainage
                                  Vertical seepage



                                                             Impermeable layer
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/
Hydrological modifications of subsurface (tile) drainage systems to reduce
                  Subsurface Drainage Types
subsurface drainage from Iowa’s tile landscapes:-




                             Conventional Drainage
                                  Free Outlet




       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.
Drainage Design
                          The Influence of Slope

                                    Raised Water Table
                                                                               Tile




                                   Riser Boards (Adjustable)


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.
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




                                        Image courtesy of Agri Drain Corp.
Seasonal Water Table Management

                                                               Non-growing season
                                                               Raise to near the surface

                           Growing season
                        Raise to hold water, but
                        manage for plant health


 Drain                       Watertable
              Planting
                                                             Harvest
            Lower water
                                                          Lower water
              table for
                                                         table if needed
            trafficability
                                                         for trafficability

Jan   Feb    Mar     Apr     May   Jun    Jul      Aug      Sep       Oct      Nov       Dec
                                                                  Source: Gary Sands, P.E.
Seasonal Water Table Management




                        Source: Illinois NRCS
Managing the Water Table
                                         ISU Research – Crawfordsville, Iowa


                               0
Depth of Drain Outlet Level
Below Ground Surface (in)




                              10           Outlet Setting

                              20


                              30


                              40
                                                         7




                                                                                      8




                                                                                                                   9
                               07


                                      07


                                             07




                                                              08


                                                                    08


                                                                          08




                                                                                           09


                                                                                                 09


                                                                                                       09




                                                                                                                        10
                                                       /0




                                                                                    /0




                                                                                                                 /0
                              1/


                                     1/


                                           1/




                                                             1/


                                                                   1/


                                                                         1/




                                                                                          1/


                                                                                                1/


                                                                                                      1/




                                                                                                                       1/
                                                   /1




                                                                                /1




                                                                                                             /1
                          1/


                                    4/


                                           7/




                                                             1/


                                                                   4/


                                                                         7/




                                                                                          1/


                                                                                                4/


                                                                                                      7/




                                                                                                                       1/
                                                  10




                                                                               10




                                                                                                            10
                              Source: Helmers, Matt. July 2010. Personal Communication
Managing the Water Table
                                    ISU Research – Crawfordsville, Iowa


                               0
                                                                                Outlet Level
Depth of Drain Outlet Level
Below Ground Surface (in)




                                                                                Depth to water table mid-way between drains
                              10


                              20


                              30


                              40
                                                     7




                                                                                 8




                                                                                                                    9
                              07


                                    07


                                          07




                                                          08


                                                                08


                                                                      08




                                                                                        09


                                                                                                09


                                                                                                         09




                                                                                                                          10
                                                    /0




                                                                                /0




                                                                                                                   /0
                              1/


                                   1/


                                         1/




                                                         1/


                                                               1/


                                                                     1/




                                                                                       1/


                                                                                               1/


                                                                                                       1/




                                                                                                                        1/
                                                /1




                                                                            /1




                                                                                                               /1
                          1/


                                   4/


                                         7/




                                                         1/


                                                               4/


                                                                     7/




                                                                                     1/


                                                                                             4/


                                                                                                      7/




                                                                                                                        1/
                                               10




                                                                           10




                                                                                                              10
                        Source: Helmers, Matt. July 2010. Personal Communication
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 Management
                             Southeast 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)

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.




                       Source: http://www.ars.usda.gov/Research/docs.htm?docid=14999&page=9
                       Accessed January 18, 2008.
WRSIS Benefits
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

                Source: http://www.ars.usda.gov/Research/docs.htm?docid=14999&page=9
                Accessed January 18, 2008.
WRSIS Yield Benefits

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
                                              Schematic of a WRSIS site in Fulton Co., Ohio

18.1% and 13.0% overall.


                 Source: http://www.ars.usda.gov/Research/docs.htm?docid=14999&page=9
                 Accessed January 18, 2008.
Schematic of nitrogen transformation and
              retention in a riparian buffer.




                                                                 plant uptake



                                                                                denitrification
                                               filtering


                                                      interflow                                   leaching
                                                                                         Tile
Source: Slide provided by Dan B. Jaynes, USDA-ARS-National Laboratory for Agriculture and the Environment
January 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 Environment
    January 2012.
Induced interflow




            a) Enhanced uptake                         b) Enhanced denitrification




           c) Surface discharge                            d) Channel slumping
Source: Slide provided by Dan B. Jaynes, USDA-ARS-National Laboratory for Agriculture and the Environment
January 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 Environment
January 2012.
Summary
Approach             Nitrate     Limitations
                     Reduction
Nutrient             0 – 15%     Most reductions already
management                       obtained
No-till vs.         30 – 50%     Acceptance
conventional (C-Sb)
No-till vs.          ~ 0%        No advantage
conventional (C-C)
Alfalfa/Grass/CRP    ~ 90%       Economics
vs. row crop
Rye cover crop       > 50%       Additional expense, trips
                                 Allelopathic effects on corn
                                 Timeliness at harvest
Summary (Cont)

Approach            Nitrate Reduction Limitations
Constructed         37 – 65%                    Topography
Wetlands
Bioreactors         10 – 90%                    Expense
                                                More research needed
Drain intensity     ~15% up to 40%              Topography
(design)                                        New systems only
Drainage Water      ~ 50% (but maybe not in     Topography
Management          Iowa)                       Seasonal 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 Engineer
USDA-NRCS
1513 N. Ankeny Blvd., Ste. 3
Ankeny, IA 50023-4167
Ph: 515-964-1883
Fax: 515-964-8613
Email: bruce.atherton@ia.usda.gov

USDA is an Equal Opportunity Provider
and Employer

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Soil & Water Management - Bruce Atherton, NRCS - Bioreactors to Mitigate Nutrient Discharge in Field Drainage

  • 1. Subsurface Drainage & Water Quality Bruce Atherton, P.E. Agribusiness Showcase & Conference Agricultural Engineer February 7, 2012 NRCS, Ankeny, Iowa
  • 2. 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
  • 3. 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
  • 4. Background Bars Indicate Shading Relative Crop Indicates Yield Reduction in Increase with Year-to-Year Drainage Variability in Improvement Crop Yields
  • 5. 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
  • 6. 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.
  • 7. Change in Nitrate Concentrations in Midwest Rivers In the 20th century there were changes in: • land use / cropping • fertilizer use • improved drainage Source: Goolsby, D.A. and W.A. Battaglin. 2000. Nitrogen in the Mississippi Basin-Estimating Sources and Predicting Flux to the Gulf of Mexico
  • 8. River Nitrate Levels (Concentration is important for drinking water suppliers) Iowa River at Gifford 16 14 12 Nitrate + Nitrite (mg/L) 10 8 6 4 2 0 EPA Drinking Water Standard Trendline Source: Mary Skopec, Ph.D., IOWATER & Stream Monitoring Coordinator, Iowa DNR. Personal Communicatoin, December 2011.
  • 9. Gulf Hypoxia (Load is also important) 2002 estimated nitrate/nitrite loading: 960,000 metric tons (12th highest in 22 yrs)
  • 10. 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
  • 11. 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
  • 12. 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
  • 13. Variability in Drainage, Nitrate Concentration and Nitrate Loss Nitrate-nitrogen Concentration (ppm) 30 Drainage 30 80 Nitrate-nitrogen Loss (lb-N/ac) Nitrate-N Concentration 25 Nitrate-N Loss 25 60 Drainage (in) 20 20 15 15 40 10 10 20 5 5 0 0 0 19 0 19 1 19 2 19 3 19 4 19 5 19 6 19 7 19 8 20 9 20 0 20 1 20 2 20 3 er 4 e 9 9 9 9 9 9 9 9 9 9 0 0 0 0 Av 0 ag 19 Corn-Soybean Rotation 150/160 lb-N/acre Application Rate Source: Slide courtesy of Matt Helmers, Ph. D., ISU Extension Agricultural Engineer Data based on a research study at Gilmore City, Iowa
  • 14. Nutrient Reduction Strategies • Nutrient management • Cropping changes • Cover crops Photo by Lynn Betts, USDA-NRCS Photo by Lynn Betts, USDA-NRCS • Constructed Wetlands • Bioreactors Photo Courtesy of IDALS • Drainage design • Drainage water management Photo courtesy The Ohio State University Photo by Bruce Voights, Wright SWCD
  • 15. Agronomic Strategies  Nutrient management  Reduced tillage  Cropping changes  Cover crops
  • 16. 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.
  • 17. Impact of Nitrogen Application Rate Source: Slide courtesy of Matt Helmers, Ph. D., ISU Extension Agricultural Engineer Data based on a research study at Gilmore City, Iowa
  • 18. Nitrate-N Concentration as a Function of Nitrogen Application Source: Slide courtesy of Matt Helmers, Ph. D., ISU Extension Agricultural Engineer Data based on a research study at Gilmore City, Iowa
  • 19. Impact of Nitrogen Application Rate ~15% Reduction Source: Slide courtesy of Matt Helmers, Ph. D., ISU Extension Agricultural Engineer Data based on a research study at Gilmore City, Iowa
  • 20. 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.
  • 21. 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.
  • 22. 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 NO 3 Concentration and Load in Tile Drainage. J. Environ. Qual. 36:1503-1511.
  • 23. Nutrient Reduction Strategies • Nutrient management • Cropping changes • Cover crops Photo by Lynn Betts, USDA-NRCS Photo by Lynn Betts, USDA-NRCS • Constructed Wetlands • Bioreactors Photo Courtesy of IDALS • Drainage design • Drainage water management Photo courtesy The Ohio State University Photo by Bruce Voights, Wright SWCD
  • 24. Constructed Wetlands  Remove nitrogen through denitrification • Studies show average total nitrogen removal ranges from 37% to 65% Photo by Bruce Atherton, Iowa NRCS 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.
  • 25. 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
  • 26. Drainage Water Treatment Woodchip Bioreactor Nitrate-nitrogen is removed from the drainage water by denitrification in which nitrate is converted to mostly nitrogen gas Design by Richard Cooke, University of Illinois 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.
  • 27. 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 & Photo by Bruce Voights, Wright SWCD demonstration stage
  • 28. Nutrient Reduction Strategies • Nutrient management • Cropping changes • Cover crops Photo by Lynn Betts, USDA-NRCS Photo by Lynn Betts, USDA-NRCS • Constructed Wetlands • Bioreactors Photo Courtesy of IDALS • Drainage design • Drainage water management Photo courtesy The Ohio State University Photo by Bruce Voights, Wright SWCD
  • 29. 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?
  • 30. 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.
  • 31. Hydrological modifications of subsurface (tile) drainage systems to reduce Subsurface Drainage Types subsurface drainage from Iowa’s tile landscapes:- Conventional Drainage Free Outlet Shallow Drainage Controlled Drainage
  • 32. Subsurface (tile) Drainage System : Representation in DRAINMOD Evapotranspiration Evapotranspiration Precipitation Precipitation Surface runoff Surface runoff Lateral Water table Lateral seepage seepage Drain Drain Subsurface drainage Subsurface drainage Vertical seepage Impermeable layer
  • 33. 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.
  • 34. Nitrate Loss & Drain Depth Source: Illinois Drainage Guide (online). http://www.wq.uiuc.edu/dg/
  • 35. Hydrological modifications of subsurface (tile) drainage systems to reduce Subsurface Drainage Types subsurface drainage from Iowa’s tile landscapes:- Conventional Drainage Free Outlet Shallow Drainage Controlled Drainage
  • 36. 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.
  • 37. Drainage Design The Influence of Slope Raised Water Table Tile Riser Boards (Adjustable) 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.
  • 38. Typical layout of subsurface drainage system Image courtesy of Agri Drain Corp.
  • 39. Idealized drain layout for drainage water management (DWM) Drain laterals laid on contour to maximize area in management zone Image courtesy of Agri Drain Corp.
  • 40. Seasonal Water Table Management Non-growing season Raise to near the surface Growing season Raise to hold water, but manage for plant health Drain Watertable Planting Harvest Lower water Lower water table for table if needed trafficability for trafficability Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Source: Gary Sands, P.E.
  • 41. Seasonal Water Table Management Source: Illinois NRCS
  • 42. Managing the Water Table ISU Research – Crawfordsville, Iowa 0 Depth of Drain Outlet Level Below Ground Surface (in) 10 Outlet Setting 20 30 40 7 8 9 07 07 07 08 08 08 09 09 09 10 /0 /0 /0 1/ 1/ 1/ 1/ 1/ 1/ 1/ 1/ 1/ 1/ /1 /1 /1 1/ 4/ 7/ 1/ 4/ 7/ 1/ 4/ 7/ 1/ 10 10 10 Source: Helmers, Matt. July 2010. Personal Communication
  • 43. Managing the Water Table ISU Research – Crawfordsville, Iowa 0 Outlet Level Depth of Drain Outlet Level Below Ground Surface (in) Depth to water table mid-way between drains 10 20 30 40 7 8 9 07 07 07 08 08 08 09 09 09 10 /0 /0 /0 1/ 1/ 1/ 1/ 1/ 1/ 1/ 1/ 1/ 1/ /1 /1 /1 1/ 4/ 7/ 1/ 4/ 7/ 1/ 4/ 7/ 1/ 10 10 10 Source: Helmers, Matt. July 2010. Personal Communication
  • 44. DWM Example of Area Controlled Water Control structure set just below 1128 contour. Shaded area includes the area between 1128 and 1130 contours.
  • 45. Drainage Water Management Drainage Water Management - Drain layout at a Minnesota site Source: Agriculture Drainage Management Drainage Coalition; http://www.admcoalition.com/
  • 46. Drainage Water Management Southeast 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.
  • 47. Wetland-Reservoir-Subirrigation (WRSIS) 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. Source: http://www.ars.usda.gov/Research/docs.htm?docid=14999&page=9 Accessed January 18, 2008.
  • 48. WRSIS Benefits 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 Source: http://www.ars.usda.gov/Research/docs.htm?docid=14999&page=9 Accessed January 18, 2008.
  • 49. WRSIS Yield Benefits 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 Schematic of a WRSIS site in Fulton Co., Ohio 18.1% and 13.0% overall. Source: http://www.ars.usda.gov/Research/docs.htm?docid=14999&page=9 Accessed January 18, 2008.
  • 50. Schematic of nitrogen transformation and retention in a riparian buffer. plant uptake denitrification filtering interflow leaching Tile Source: Slide provided by Dan B. Jaynes, USDA-ARS-National Laboratory for Agriculture and the Environment January 2012.
  • 51. 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 Environment January 2012.
  • 52.
  • 53.
  • 54. Induced interflow a) Enhanced uptake b) Enhanced denitrification c) Surface discharge d) Channel slumping Source: Slide provided by Dan B. Jaynes, USDA-ARS-National Laboratory for Agriculture and the Environment January 2012.
  • 55.
  • 56. 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 Environment January 2012.
  • 57. Summary Approach Nitrate Limitations Reduction Nutrient 0 – 15% Most reductions already management obtained No-till vs. 30 – 50% Acceptance conventional (C-Sb) No-till vs. ~ 0% No advantage conventional (C-C) Alfalfa/Grass/CRP ~ 90% Economics vs. row crop Rye cover crop > 50% Additional expense, trips Allelopathic effects on corn Timeliness at harvest
  • 58. Summary (Cont) Approach Nitrate Reduction Limitations Constructed 37 – 65% Topography Wetlands Bioreactors 10 – 90% Expense More research needed Drain intensity ~15% up to 40% Topography (design) New systems only Drainage Water ~ 50% (but maybe not in Topography Management Iowa) Seasonal flow Saturated Buffers ~60% (one site, one year) Limited Research
  • 59. 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.
  • 60. 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.
  • 61. 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.
  • 62. 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.
  • 63. 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.
  • 64. Mississippi River Basin Healthy Watersheds Initiative
  • 65. 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
  • 66. 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
  • 67. 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
  • 68. 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
  • 69. Contact information: Bruce Atherton, P.E. Agricultural Engineer USDA-NRCS 1513 N. Ankeny Blvd., Ste. 3 Ankeny, IA 50023-4167 Ph: 515-964-1883 Fax: 515-964-8613 Email: bruce.atherton@ia.usda.gov USDA is an Equal Opportunity Provider and Employer

Editor's Notes

  1. Why have the nitrate-nitrogen concentrations changed?