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Identifying Nutrient
Sources, Flowpaths, and
Priority Practices
Douglas R. Smith, USDA-ARS
Lake Erie and Harmful Algal Blooms
2011 Central Lake Erie Basin Microcystis-containing bloom
DRP
(kg P/ha)
TP
(kg P/ha)
Maumee 0.273 1.12
Sandusky 0.311 1.41
Honey Cr. 0.369 1.29
Rock Cr. 0.250 1.38
Nutrient Budgets, Sources and Pathways
2010 Field and Watershed Mass Balance
Field 4 – 8.6 ac
Soybean
16.7 lb P/ac
Fertilizer
32.6 lb P/ac 
Harvest
Field 1 – 5.4 ac
Corn
20.8 lb P/ac 
Harvest
Field 3 – 9.9 ac
Soybean
16.7 lb P/ac
Fertilizer
32.6 lb P/ac 
Harvest
78.4 lb P/ac 
Poultry Litter
Field 2 – 6.7 ac
Corn
78.4 lb P/ac 
Poultry Litter
20.8 lb P/ac 
Harvest
Ditch Site 1
736 ac
Ditch Site 2
4,780 ac
Ditch Site 3
10,600 ac
Stream Site 4
47,600 ac 0.52 lb P/ac
Lake
Erie
Maumee River
4,064,000 ac
30.2 in.
rain
1 lb P205 = 0.44 lb P
100 lb DAP/ac = 46 lb P205/ac = 20.1 lb P/ac
2011 Field and Watershed Mass Balance
Field 4 – 8.6 ac
Wheat
18.5 lb P/ac
Fertilizer
17.6 lb P/ac 
Harvest
Field 1 – 5.4 ac
Soybean
16.8 lb P/ac 
Harvest
Field 3 – 9.9 ac
Wheat
18.5 lb P/ac
Fertilizer
17.6 lb P/ac 
Harvest
No
Fertilizer
Field 2 – 6.7 ac
Soybean
No
Fertilizer
17.1 lb P/ac 
Harvest
Ditch Site 1
736 ac
Ditch Site 2
4,780 ac
Ditch Site 3
10,600 ac
Stream Site 4
47,600 ac 0.68 lb P/ac
Lake
Erie
Maumee River
4,064,000 ac
36.5 in.
rain
1 lb P205 = 0.44 lb P
100 lb DAP/ac = 46 lb P205/ac = 20.1 lb P/ac
Legacy Phosphorus in Fields
 Crop roots utilize only a small proportion of the soil 
volume leading to poor nutrient capture
 A large proportion of applied P is immobilized in soils 
by inorganic and organic processes
 Critical soil test P levels vary widely from site to site 
leading to insurance‐based applications
 Soil sampling/analysis is crude, has high uncertainties 
leading to potential misinterpretation
 Contributions from organic P and subsoil P are largely 
ignored
Courtesy: Paul Withers
According to the Tri-state Fertility Guide, no
P fertilizer application recommended
beyond 50 ppm P
J F M A M J J A S O N D
VolumetricDepth(mm)
0
2 0
4 0
6 0
8 0
1 0 0
1 2 0
1 4 0
1 6 0
1 8 0
P re c ip > P E T
P E T
2 0 0 5 -2 0 1 0 P re c ip
• 25% of cropland in US and Canada could not be farmed without tile drainage (Skaggs et al., 1994):
• soils with the greatest inherent production potential
• Tile Drainage (Fausey et al., 1987):
• provides trafficable conditions for field operations
• promotes root development by preventing exposure of plants to excess water
Drainage and Fertilizer Spreading Season
Hydrologic Year 2008-2011 Maumee River Soluble Phosphorus Loading
Day of Hydrologic Year
(Day 1 = October 1)
0 100 200 300
TotalPhosphorusLoad(kg)
0
200000
400000
600000
800000
HY08 Soluble P
HY09 Soluble P
HY10 Soluble P
HY11 Soluble P
84.6%
61.9%
44.3%
81.1%
Fertilizer Spreading
“Season”
St. Joseph River Watershed
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!
MatsonDitch
Swartz Ditch
W
Sm
ith
D
itch
C
edarC
reek
Dibbling
D
itch
Leins
Ditch
HoffelderDitch
CedarCreek
Matson
Ditch
AD
AS2
AS1
F34
CME
CLG
BME
BLG
AME
ALG
MI
IN
OH
MI
IN
OH
MI
Ontario
Tile Drainage
Direct Drainage
Pot-Hole
!
LowPoint
¯
0 50 100 150 200 250
Miles
0 5 10 15 20 25
Miles
0 0.5 1 1.5 2 2.5
Miles
 Nutrient losses were 
higher from watersheds 
with more:
‒ Direct Drainage
‒ Pothole Drainage
Influence of Drainage Class on Nutrient Losses
2008.0 2009.0 2010.0 2011.0
TotalPinSurfaceRunoff(kgP/ha)
0.0
0.5
1.0
1.5
2.0
2.5
3.0
Field 1
Field 2
Field 3
Field 4
Maumee
Total P in Surface Runoff from Fields and 
Maumee River
2008 2009 2010 2011
TotalPinTile(kg/ha)
0.0
0.5
1.0
1.5
2.0
2.5
Field 1 Tile
Field 2 Tile
Field 3 Tile
Field 4 Tile
Maumee
Total P in Tile Flow from Fields and 
Maumee River
Soil Test Phosphorus 0-2" (mg/kg)
0 100 200 300 400 500 600
DRPconcentration(mg/L)
0.0
0.5
1.0
1.5
2.0
DRP concentration range
site median
Relationship between soil test phosphorus and dissolved phosphorus 
concentration in tile discharge (UBWC and Upper Wabash watersheds)
What’s Wrong with the Current 
System?
Courtesy: K. King
Surface and Tile Discharge – St. Joe
Precip = 0.73 inch
Surface Q = 0.03 inch
Tile Q = 0.16 inch
Precip = 1.56 inch
Surface Q = 1.27 inch
Tile Q = 0.22 inch
3/2/12 6:00 3/2/12 6:00 3/3/12 6:00 3/3/12 6:00
flowrate(lps)
0
10
20
30
40
precipitation(mm)
0
1
2
3
4
5
surface discharge
tile discharge
precipitation
0
2
4
6
8
10
12
14
16
precipitation(mm)
0
2
4
6
8
10
12
14
surface runoff
tile discharge
precipitation
5/8/12 5/9/12 5/10/12
Discharge(Lps)
0
2
4
6
8
10
12
14
16
0
2
4
6
8
10
12
14
3 /2 /1 2 6 :0 0 3 /2 /1 2 6 :0 0 3 /3 /1 2 6 :0 0 3 /3 /1 2 6 :0 0
flowrate(lps)
0
1 0
2 0
3 0
4 0
precipitation(mm)
0
1
2
3
4
5
s u rfa c e d is c h a rg e
tile d is c h a rg e
p re c ip ita tio n
Two different tile: same soil, different responses
0.5 inch rainfall 1.25 inches rainfall
EOF Results – (OH – UW; K. King)
Watershed Results—2005‐2010 UBWC
Courtesy:  K. King
 40% of annual total phosphorus load at EOF from tile discharge (Enright and Madramootoo, 
2004)
 25% of TP and 50% of soluble P leaving watershed originated in tile drainage (Culley
and Bolton, 1983)
Soluble P Total P
2005 0.317 0.234
2006 0.346 0.300
2007 0.313 0.264
2008 0.756 0.759
2009 0.591 0.485
2010 0.669 0.630
AVG 0.499 0.445
Fraction of annual
watershed loading
originating from tile
Watershed Loss (kg)
0 20 40 60 80 100 120 140 160
TileLosses(kg)
0
20
40
60
80
100
120
140
160
Total P
Soluble P
y = 0.457x+0.219
R2
= 0.86
y=0.342x+0.173
R
2
=0.72
LEGACY PHOSPHORUS
Sediment source
tracking indicated about
50% of sediment was
from field sources and
50% from stream bank.
Roughly ½ of sediment
(and by proxy P) is from
stream bank or stream
bed
Conservation Practices
Ohio P Task Force
International Joint Commission
Goals to reduce P loading to Lake 
Erie by ~40%
Expectations for Water Quality Improvement
Grassed waterwaysContour filter strips
Conservation cover
Practices for Managing Runoff & Water Quality
Sediment detention basins
Alternative Surface Drainage
Tile Riser Blind Inlet
Novel Practices: Re-Saturated Buffer
In-Channel Phosphorus Retention
Mark Tomer, ARS
Joe Magner, Univ.
Minn.
Entrained wetlands
Constructed wetlands
Two-stage ditch
Stream
restoration/reconnection
Pete Kleinman, ARS
Decrease P loading to achieve WQ goals
No single source of P 
No single pathway of P
No silver bullet
Will require an “all of the above” 
approach to meet WQ goals
How do we plan for landscape scale 
conservation???
Conclusions
?Thank You!
Total and Soluble Phosphorus Loading
Dave Baker and Pete Richards, Heidelberg University
“Peak” adoption of no‐till
P Loading to Lake Erie
Municipal Direct
15%
Municipal Indirect
5%
Industry PS Direct
0%
Industry PS Indirect
0%
Trib Monitored
52%
Trib not Monitored
18%
Atmospheric
Deposition
6%
Lake Huron
4%
P Loading to Lake Erie (1994-2008)
Average Total Phosphorus
Loading to Lake Erie is
10,875 ton/year
Dolan and Chapra, 2012
SP Load by Management
No-Till Rotation Till Conv Till/8yr Rot
SPLoad(gha-1
)
0
100
200
300
400
500
TP Load by Management
No-Till Rotation Till Conv Till/8yr Rot
TPLoad(gha-1
)
0
200
400
600
800
1000
1200
1400
Informational Survey of Farmers 
and CCAs
 Manage or advise > 35,000 ha
 Asked about N, K and P deficiency
 N and K deficiency common
 P deficiency only when
‒Sidewall compaction
‒Cool/wet post‐emerge
‒Herbicide damage
Hydrologic Year 2008-2011 Maumee River Total Phosphorus Loading
Day of Hydrologic Year
(Day 1 = October 1)
0 100 200 300
TotalPhosphorusLoad(kg)
0
1000000
2000000
3000000
4000000
HY08 Total P
HY09 Total P
HY10 Total P
HY11 Total P
86.7%
49.5%
87.4%
45.8%
Fertilizer Spreading
“Season”

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