2. 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
3. Lake Erie and Harmful Algal Blooms
2011 Central Lake Erie Basin Microcystis-containing bloom
Measured 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
Binational Agreement to:
Reduce annual TP by 40%
Reduce Spring SP and TP by 40%
Targets DRP
(kg P/ha)
TP
(kg P/ha)
Maumee 0.16 0.67
Sandusky 0.19 0.85
Honey Cr. 0.22 0.77
Rock Cr. 0.15 0.83
4. WHAT CAN WE DO?
Buffers
Nutrient Interception
Wetlands (IA-CREP)
Stream
Diversions
Near-Zero
Discharge Drainage
Bioreactors
Restored Prairie Pothole
Wetlands
Controlled
Drainage
5. 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”
6. J F M A M J J A S O N D
VolumetricDepth(mm)
0
20
40
60
80
100
120
140
160
180
Precip > PET
PET
2005-2010 Precip
Drainage and Fertilizer Spreading Season
8. 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
10. St. Joseph River Watershed
!
!
!
!
!
!
!
!
!
!
!
!
!
!!!!!!
MatsonDitch
Swartz Ditch
W
Sm
ith
D
itch
C
edarC
reek
Dibbling
Ditch
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
11. Nutrient losses were
higher from watersheds
with more:
‒ Direct Drainage
‒ Pothole Drainage
Influence of Drainage Class on Nutrient Losses
12. 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
13. 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
14. Field 1 Field 2 Field 3 Field 4
RelativeSubsurfaceTileDischarge(%)
0
20
40
60
80
100
120
Annual Relative Volume of Discharge
Through Subsurface Tile – St. Joe
15. 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
R
2
= 0.86
y=0.342x+0.173
R
2
=0.72
16. 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
17. P Applications – Single Season
P Recommended (kg P ha-1
)
0 10 20 30 40 50 60
PApplied(kgPha-1
)
0
20
40
60
80
100
Diammonium Phosphate
Poultry Litter
Monoammonium Phosphate
No Fertilizer
Polyphosphate (Planter)
Polyphosphate (Sprayer)
1:1 Line
18. P Application - Rotation
P Recommended (kg P ha-1
)
0 20 40 60 80 100
Papplied(kgPha-1
)
0
20
40
60
80
100
120
140
160
180
200
Diammonium Phosphate
Poultry Litter
Monoammonium Phosphate
No Fertilizer
Polyphosphate (Planter)
Polyphosphate (Sprayer)
1:1 Line
20. Goals to reduce P loading to Lake
Erie by ~40%
Conservation Practices Generally
Designed for Erosion
Stop the sediment, stop the P
Expectations for Water Quality Improvement
21. Grassed waterwaysContour filter strips
Conservation cover
Practices for Managing Runoff & Water Quality
Sediment detention basins
22. Relative Change in Annual Load for
Nutrients and Sediments by Conservation Practice
NH4-N NO3-N TKN Soluble P Total P Sediment
RelativeChangeinAnnualLoad
-100
-50
0
50
100
150
200
Grassed Waterway
Blind Inlet
Conservation Crop Rotation
Tillage
Monitored Conservation Practices in WLEB
23. APEX Modeling of All Conservation in St. Joe
Nitrogen Loading from Fields Where Single or Multiple
Conservation Practices Have Been Implemented
If No Practices With Conservation
Nitrogen(lb)
0
2000000
4000000
6000000
8000000
10000000
Sediment Loading from Fields Where Single or Multiple
Conservation Practices Have Been Implemented
If No Practices With Conservation
SedimentLoad(tons)
0
10000
20000
30000
40000
50000
60000
1 Conservation Practice
2 Conservation Practices
3 or more Conservation Practices
28. In-Channel Phosphorus Retention
Mark Tomer, ARS
Joe Magner, Univ.
Minn.
Entrained wetlands
Constructed wetlands
Two-stage ditch
Stream
restoration/reconnection
Pete Kleinman, ARS
29. WHAT CAN WE DO?
Buffers
Nutrient Interception
Wetlands (IA-CREP)
Stream
Diversions
Near-Zero
Discharge Drainage
Bioreactors
Restored Prairie Pothole
Wetlands
Controlled
Drainage
30. No single source of P
No single pathway of P
No silver bullet
Most farmers do what is asked
If we are giving the wrong advice, it
is the farmer that pays the price
Conclusions