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• Chesapeake Bay – DE, NY,
PA,VA, & WV
• Heartland – IA, KS, MO, & NE
• Southern – AL, AR, FL, GA,
LA, KY, MS, NC, OK, SC, TN,
& TX
• National synthesis project
Peter Kleinman
& Doug Beegle• Establish 11 benchmark watersheds
 Water quality information
 Land treatment information
• Identify practices of concern in physiographic
regions (4) using expert panels composed of
 Farmers & farm advisors
 State and local agencies & environmental groups
• Compare P Indices to water quality data & water
quality modeling data using APEX, APLE & Drainmod
• All fate & transport models need to be updated
to better represent
 Site-specific hydrology (dependent on region)
This is what we must represe
177
144 44
1
<
Soil P – mg kg-1
Runoff – liters
P loss – kg P ha-1 y
92
Buda et al. JEQ, 20
Lowest field is now a CREP buffer
that continues to yield largest P load
4620
DPDPDP
8
DPDPDP78
Application rate
Collick et al. JEQ, 2016
6000 gal ac-1
9000 gal ac-1
NewOld NewOld
6
3
0
Runoff total P, kg ha-1
Field 1 Field 2
P routines must be
updated in ALL MODELS
Application timing
New
Old
1/15 1/31 2/14
0.1
0
0.2
6000 gal ac-1
Runoff total P, kg ha-1
0.00
0.25
0.50
0.75
1.00
1/1/2010 2/20/2010 4/11/2010
0.0
1.0
2.0
3.0
4.0
1/1/2010 2/20/2010 4/11/2010
0
10
20
30
40
50
Measured
Old
New
No manure applied
Poultry litter applied,
January (2 tons ac-1)
Runoff P, mg L-1 Rainfall,
mm
John Lory,
Nathan Nelson
& Claire
Baffaut
• Assess rigor required in calibrating APEX
 Use data from existing runoff
studies
 Compare “out-of-the-box”
versus fully calibrated model
• Use calibrated model to assess & modify P Indices
• Develop & assess regional P Index for state
consideration
• Work with stakeholders throughout project
• Team vastly under-estimated time & challenges with
 Accessing & validating available water quality data
 Fixing problems identified in model code
 Delineating boundaries where use of APEX can be trusted
based on available water quality data
 These challenges not unique to Heartland effort
• Success promoting “team” approach to problem solving
 Transdisciplinary team with different approaches learned
to work together was rewarding
Deanna Osmond &
David Radcliffe
• Collate water quality & land
treatment data for plots & watersheds
 7 AR, 1 GA, 4 NC, 4 OK, and 4 TX
• Compare P-Index ratings against water quality
data
 Using both measured sediment & RUSLE2 soil
loss
0
20
40
60
80
• RUSLE 2 estimates of erosion were up to an order
of magnitude greater than measured values
• NRCS loss ratings
 Low < 2.2 kg ha-1 yr-1
 Moderate 2.2 to
5.5 kg ha-1 yr-1
 High > 5.5 kg ha-1 yr-1
• How did tools
compare with NRCS
P loss ratings?
Percent correspondence with
NRCS loss rating
34
61
52
48
60
64
P INDICES
TBET APLEAPEX
Added
Multiply
Comp
• TBET
 Modeling TBET very time consuming with uncertain
outcomes
 TBET almost always over-estimates total P loss
• APEX
 Model setup requires information not available to most
producers
 APEX use was time consuming with uncertain outcomes
 Modeled results almost always under-estimates total P loss
• APLE
 Modeling APLE less time consuming than TBET & APEX
 Modeled results almost always over-estimates total P loss
• None appropriate as field-based tool, if uncalibrated
•Invaluable network among NRCS, Land Grants, &
stakeholders developed
•Estimating P transport (surface & leaching) still
major limitation
•There is considerable “uncertainty” with all
models and Indices
•Variation in model estimates can be ±100%
•Soliciting expert knowledge & converting it to
models very difficult
•Models can arrive at the right conclusions for the
wrong reasons
•To a certain extent model calibration &
validation detracted from P Index assessment
• We are far from developing framework of single national
P Index
• If a field advisory tool, must be simple to use &
interpret
• If a model, then we have many nonpoint source models
• But….
• All fate & transport models need to be updated to
better represent
 Site-specific hydrology (dependent on region)
 Subsurface P loss is high priority
 4R’s of nutrient stewardship

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Results of 3 regional cigs

  • 1. • Chesapeake Bay – DE, NY, PA,VA, & WV • Heartland – IA, KS, MO, & NE • Southern – AL, AR, FL, GA, LA, KY, MS, NC, OK, SC, TN, & TX • National synthesis project
  • 2. Peter Kleinman & Doug Beegle• Establish 11 benchmark watersheds  Water quality information  Land treatment information • Identify practices of concern in physiographic regions (4) using expert panels composed of  Farmers & farm advisors  State and local agencies & environmental groups • Compare P Indices to water quality data & water quality modeling data using APEX, APLE & Drainmod
  • 3. • All fate & transport models need to be updated to better represent  Site-specific hydrology (dependent on region)
  • 4. This is what we must represe 177 144 44 1 < Soil P – mg kg-1 Runoff – liters P loss – kg P ha-1 y 92 Buda et al. JEQ, 20 Lowest field is now a CREP buffer that continues to yield largest P load 4620 DPDPDP 8 DPDPDP78
  • 5. Application rate Collick et al. JEQ, 2016 6000 gal ac-1 9000 gal ac-1 NewOld NewOld 6 3 0 Runoff total P, kg ha-1 Field 1 Field 2 P routines must be updated in ALL MODELS Application timing New Old 1/15 1/31 2/14 0.1 0 0.2 6000 gal ac-1 Runoff total P, kg ha-1
  • 6. 0.00 0.25 0.50 0.75 1.00 1/1/2010 2/20/2010 4/11/2010 0.0 1.0 2.0 3.0 4.0 1/1/2010 2/20/2010 4/11/2010 0 10 20 30 40 50 Measured Old New No manure applied Poultry litter applied, January (2 tons ac-1) Runoff P, mg L-1 Rainfall, mm
  • 7. John Lory, Nathan Nelson & Claire Baffaut • Assess rigor required in calibrating APEX  Use data from existing runoff studies  Compare “out-of-the-box” versus fully calibrated model • Use calibrated model to assess & modify P Indices • Develop & assess regional P Index for state consideration • Work with stakeholders throughout project
  • 8. • Team vastly under-estimated time & challenges with  Accessing & validating available water quality data  Fixing problems identified in model code  Delineating boundaries where use of APEX can be trusted based on available water quality data  These challenges not unique to Heartland effort • Success promoting “team” approach to problem solving  Transdisciplinary team with different approaches learned to work together was rewarding
  • 9. Deanna Osmond & David Radcliffe • Collate water quality & land treatment data for plots & watersheds  7 AR, 1 GA, 4 NC, 4 OK, and 4 TX • Compare P-Index ratings against water quality data  Using both measured sediment & RUSLE2 soil loss
  • 10. 0 20 40 60 80 • RUSLE 2 estimates of erosion were up to an order of magnitude greater than measured values • NRCS loss ratings  Low < 2.2 kg ha-1 yr-1  Moderate 2.2 to 5.5 kg ha-1 yr-1  High > 5.5 kg ha-1 yr-1 • How did tools compare with NRCS P loss ratings? Percent correspondence with NRCS loss rating 34 61 52 48 60 64 P INDICES TBET APLEAPEX Added Multiply Comp
  • 11. • TBET  Modeling TBET very time consuming with uncertain outcomes  TBET almost always over-estimates total P loss • APEX  Model setup requires information not available to most producers  APEX use was time consuming with uncertain outcomes  Modeled results almost always under-estimates total P loss • APLE  Modeling APLE less time consuming than TBET & APEX  Modeled results almost always over-estimates total P loss • None appropriate as field-based tool, if uncalibrated
  • 12. •Invaluable network among NRCS, Land Grants, & stakeholders developed •Estimating P transport (surface & leaching) still major limitation •There is considerable “uncertainty” with all models and Indices •Variation in model estimates can be ±100% •Soliciting expert knowledge & converting it to models very difficult
  • 13. •Models can arrive at the right conclusions for the wrong reasons •To a certain extent model calibration & validation detracted from P Index assessment
  • 14. • We are far from developing framework of single national P Index • If a field advisory tool, must be simple to use & interpret • If a model, then we have many nonpoint source models • But…. • All fate & transport models need to be updated to better represent  Site-specific hydrology (dependent on region)  Subsurface P loss is high priority  4R’s of nutrient stewardship