4. 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
5. 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
7. According to the Tri-state Fertility Guide, no
P fertilizer application recommended
beyond 50 ppm P
8. 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
9. 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”
12. 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
13. 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
14. 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
16. 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)
17. 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
18. 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
24. In-Channel Phosphorus Retention
Mark Tomer, ARS
Joe Magner, Univ.
Minn.
Entrained wetlands
Constructed wetlands
Two-stage ditch
Stream
restoration/reconnection
Pete Kleinman, ARS
28. 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
29. SP Load by Management
No-Till Rotation Till Conv Till/8yr Rot
SPLoad(gha-1
)
0
100
200
300
400
500
32. 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”