Eutrophication Eutrophication And And Sediment Nutrient Flux Sediment Nutrient Flux Modeling Primer Modeling Primer Science Advisory Panel Meeting Science Advisory Panel Meeting April 26, 2013 April 26, 2013
EutrophicationEutrophicationAndAnd
Sediment Nutrient FluxSediment Nutrient FluxModeling PrimerModeling Primer
Science Advisory Panel MeetingScience Advisory Panel MeetingApril 26, 2013April 26, 2013
Overall Modeling FrameworkOverall Modeling Framework
Models based on continuity and mass balances
Phytoplankton, Light, Nutrients Phytoplankton, Light, Nutrients and Eutrophication Modelingand Eutrophication Modeling
PHYTOPLANKTON GROWTHPHYTOPLANKTON GROWTH
l The time rate of change of algal biomass is a balance between phytoplankton growth and loss processes
l The latter of which include transport-related losses (settling or sinking and dispersion) and kinetic losses (respiration and predation)
l The growth rate itself is a function of environmental factors such as temperature, light, and nutrients
PGHv
TrNITudtdP
Z
s ])(),,([max
−−−=
PHYTOPLANKTON GROWTH PHYTOPLANKTON GROWTH TEMPERATURETEMPERATURE
l Different approaches: linear, Arrenhius (theta), optimal
opt
opt
optT
opt
opt
optT
T
T
T
ref
refT
T
TTTTTTTuu
TTTTTTTuu
TTu
uu
TTTTTTuu
TTu
≤≤−−=
≤≤−−=
≤=
Θ=
>−−=
≤=
−
min
max
max
max,max,
min
min
min
max,max,
minmax,
20
20max,max,
min
min
min
max,max,
minmax,
0
0–Linear
–Theta
–Optimal
0
2
4
6
8
0 5 10 15 20 25 30 35 40
Temperature (deg C)
Gro
wth
Rat
e (/d
ay)
Linear Arrenhius Optimal
PHYTOPLANKTON GROWTH PHYTOPLANKTON GROWTH TEMPERATURETEMPERATURE
l More than one functional algal group
opt
TT
optT
opt
TT
optT
TTeuu
TTeuuopt
opt
≥=
≤=−−
−−
22
21
)(
max,max,
)(
max,max,
β
β
Effect of Temperature Correction Formulation and Temperature on Maximum Algal Growth Rate
0
0.5
1
1.5
2
2.5
0 5 10 15 20 25 30
Temperature (deg C)
Fra
ctio
n G
Pm
ax
Winter Group Summer Group Arrenhius
Algal Growth Rates Used in SWEM
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
0 5 10 15 20 25 30
Temperature (deg C)
Gro
wth
Rat
e (/
day
)
Winter Diatoms Summer Assemblage Arrenhius
PHYTOPLANKTON GROWTH PHYTOPLANKTON GROWTH LIGHTLIGHT
l Photoinhibition…
l Can be expressed mathematically …
}1exp)( { +−=SS
II
II
IF0.0
0.2
0.4
0.6
0.8
1.0
0 200 400 600 800 1000
Light (I)
Gro
wth
Att
enua
tion
Fact
or -
R(L
)
Is=200 Is=400
PHYTOPLANKTON GROWTH PHYTOPLANKTON GROWTH LIGHTLIGHT
l How much light is available for growth …
– seasonal patterns
– diurnal patterns
Incident Solar Radiation (fraction of daylight = 0.5)
0
50
100
150
200
250
300
350
0 4 8 12 16 20 24
Time (hrs)
Lig
ht I
nte
nsi
ty
PHYTOPLANKTON GROWTH PHYTOPLANKTON GROWTH LIGHTLIGHT
l How much light is available for growth …
– vertical attenuationl Vertical attenuation can
be modeled by the Beer-Lambert law
-20-18-16-14-12-10-8-6-4-20
0 0.2 0.4 0.6 0.8 1
Light Attenuation Factor
Dep
thKe=0.6 /m Ke=0.25 /m
zk
z
eeII −=0
where z = depthKe = light extinction coefficient
PHYTOPLANKTON GROWTH PHYTOPLANKTON GROWTH LIGHTLIGHT
Extinction coefficient, Ke, is a function of phytoplankton biomass (chl-a), dissolved organic matter, and inert suspended solids
However, we usually just model it as a base value plus the algal component
a-ChlKK
KKK
baseeobse
algalebaseeobse
⋅+=
+=
−−
−−−
α
Literature values of α range from 0.01 - 0.02 m2/mg Chl-a
PHYTOPLANKTON GROWTH PHYTOPLANKTON GROWTH NUTRIENTSNUTRIENTS
• Michaelis-Menten kinetics
CKC
NRMN +
=)(
CKC
NRMN +
=)(
0
0.10.20.3
0.4
0.50.6
0.70.8
0.91
0 0.02 0.04 0.06 0.08 0.1
Nutrient Concentration (mg/L)
R(N
)
Kmn=0.010 mg/L
Kmn=0.020 mg/L
PHYTOPLANKTON GROWTH PHYTOPLANKTON GROWTH NUTRIENTSNUTRIENTS
• Early eutrophication models used fixed nutrient stoichiometry (usually based on Redfield ratio)
• However …
Nutrient CyclingNutrient Cycling
• Nutrients are utilized by phytoplankton for growth (nutrient uptake)
• As a consequence of respiration and death and grazing (fecal pellets or unassimilated particulate matter) nutrients are returned (in various forms) to the water column
LPOM
RDOM
LDOM
Algal Cell DIN
RPOM
RPOM – Refractory Particulate Organic Matter
LPOM – Labile Particulate Organic Matter
RDOM – Refractory Dissolved Organic Matter
LDOM – Labile Dissolved Organic Matter
DIN – Dissolved Inorganic Nutrient
frpom
flpom
frdom
fdin
fldom
klpom
krpom
kldom
krdom
kuptake
Why So Complex?Why So Complex?
l Early eutrophication models were considerably less complex when it came to modeling nutrient pools
Why So Complex?Why So Complex?l While a portion of the organic matter was settled
(representing the particulate fraction), it soon became obvious that just treating organic matter as a single state-variable would not work in many modeling applications ? initial split into particulate and dissolved pools
l With the development of the sediment flux model, which includes labile (“fast”), refractory (“slow”), and inert organic matter pools in the sediment bed, it became necessary to include labile and refractory particulate fractions in the water column
l With coastal applications and in systems that contain “tea-colored” waters (mangrove forests, bayous, etc.), it became necessary to partition dissolved organic matter into labile and refractory pools
Sediment Flux ModelingSediment Flux Modeling
• Why do it?
• Historically, the sediment bed was treated as a boundary condition, with sediment oxygen demand (SOD) and nutrient fluxes specified based on observed data
• Early modeling in Chesapeake Bay changed all that
Chesapeake Bay Projection AnalysisChesapeake Bay Projection Analysis
Chesapeake Bay Projection AnalysisChesapeake Bay Projection Analysis• Oops! Not good to find out that reducing point source
nutrient inputs has no effect on Bay water quality
• What went wrong?
• Model did not account for the fact that the input of particulate organic matter (POM) to the sediments would be reduced due to reduced levels of primary production associated with reduced nutrient inputs,
• Which in turn would reduce SOD and nutrient fluxes back to water column
• Developed an approach that adjusted SOD and nutrient fluxes either in proportion to reductions in the deposition of POM to the sediment
Chesapeake Bay Projection AnalysisChesapeake Bay Projection Analysis
Sediment Flux Model (SFM) FrameworkSediment Flux Model (SFM) Framework
(1) Deposition of POM
(2) Diagenesis –decomposition of POM
(3) Flux of SOD and inorganic end-products back to OWC
(4) Burial to deep sediments
1-5 mm
10 cm
Sediment Oxygen DemandSediment Oxygen Demand
O2NO3 SO4
CH4(aq)
CH4(sat) CH4(gas)
Zone of oxygen reduction
Zone of nitrate reduction
Zone of sulfate reduction
H2S
H2S(entrainment)
Zone of methanogenesis
diffusion
Examples of SFM BehaviorExamples of SFM Behavior
0
15
30
45
60
75
90
105
120
0 200 400 600 800 1000 1200 1400 1600 1800 2000
Time (days)
Nit
rog
en F
luxe
s (m
g N
/m2-
day
)
JNH4 JNO3 JN2
Nitrogen Flux Components
Reduce Loading 75%Reduce Loading 75%
0
15
30
45
0 200 400 600 800 1000 1200 1400 1600 1800 2000
Time (days)
Nit
rog
en F
luxe
s (m
g N
/m2-
day
)
JNH4 JNO3 JN2
Reduce NH4 and NO3 Fluxes and Enhance Denitrification (N2) Flux
Reduce Loading 75%Reduce Loading 75%
0.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
0 200 400 600 800 1000 1200 1400 1600 1800 2000
Time (days)
SO
D (
gm
/m2-
day
)
Total SOD CSOD NSOD JH2S JCH4AQ JCH4G
Time to Equilibrium for SOD – Also Eliminate CH4 Production
James River HABsJames River HABs• Modifications to phytoplankton kinetics:
• Addition of HAB groups
üDiel migration for freshwater cyanobacteria and marine dinoflagellates
üCyanobacteria migration – buoyancy
üDinoflagellate migration – swimming
üBoth driven by light and nutrients
üDinoflagellates – heterotrophy – utilization of labile form of organic nitrogen as NH4 and NO3 are utilized
üReduced pelagic/benthic grazing pressure
James River HABsJames River HABs
Brookes et al., 1999
James River HABsJames River HABs
Visser et al., 1996
Vertical Depths: 0-2m, 2.5-4.5 m, 5-7 m, and 7-10 m
Vertical Depths: 0-2m, 2.5-4.5 m, 5-7 m, 7-10 m, 11-15m, 16-20m, 21-25m, and 27 m
Effect of Vertical Mixing on Microcystis