DMSTA Phosphorus Cycling Model
One CSTR at Steady-State
Unit Area Storage & Fluxes
Concs in mg/m3
Fluxes in mg/m2-yr      
Storage in mg/m2 Water Column
L Mass = M
Q  C
Conc = C =  M / Z
 
 
 
FZ  K1  S  C K2 S2
FZ  =  Min ( 1, Z / ZX )      
Biomass P Storage
S
     
K3 S
State Variables:
M Water Column P Storage mg/m2
S Temporary P Storage in Biota, etc. mg/m2
Z Water Column Mean Depth m
Driving Variables:
L P Load, Including Atmos. Deposition mg/m2-yr
Q Outflow m/yr
Parameter Values:
K1 Maximum Uptake Rate m3 / mg - yr
K2 Recycle Rate m2 / mg-yr
K3 Burial Rate 1/yr
Steady-State Mass Balances 1 CSTR &  FZ = 1:
Storage: K1  C    =    K2 S  +  K3
Overall: L    -  Q C    =    K3 S
Solution for C: C     =      ( K2  L  +  K32 ) /  (  K3  K1  +  Q  K2 )  
Solution for S: S     =     (  K1  C  -  K3  )  /  K2
For Parameter-Estimation Purposes, Model Coefficients Are Re-expressed as Follows:
K Net Settling Rate at Steady State m/yr Fit to Concentration Time Series Data
C0 Water Column Conc at S = 0 mg/m2 ppb Estimated from Storage vs. Concentration Relationship
C1 Water Column Conc at S = 1000 mg/m2 ppb Estimated from Storage vs. Concentration Relationship
Steady-State Solution:
C  =   (   L   +     K   C0 )   /    (   K   +  Q )
S  =   1000    (  C   -   C0 )   /   (  C1  -   C0 ) used to calibrate C0 & C1
The steady-state solution is equivalent to the familiar K/C* model with C* = C0 :
L
C
Q  C
                 K  ( C  -  C0 )
where,
K  =  K2 K1 / K2
Translations of Parameter Sets:
K3  =  K  (  C1  -  C0 ) / 1000 K   =   K1  K3  /  K2
K1  =  K3 /  C0 C0  =  K3  /  K1
K2  =  K3  K1  /  K C1  =  (1000 K2  +  K3 ) / K1
Generalized Model for Non-Emergent Systems
With the SAV calibration (C0 = 12 ppb), the model predicts that storage and net removal rate will approach zero as conc approaches 12 ppb.
With the PSTA calibration (C0 = 4 ppb), net removal continues at concentrations between 4 and 12 ppb.
Given that both SAV and PSTA are actually a mixture of submersed aquatics and periphyton, it is reasonable to assume that periphyton become 
increasingly dominant in non-emergent systems as water column concentrations approach zero.
The generalized calibration for non-emergents switches from the SAV to the PSTA calibrations as the average concentration decreases. 
This parameter set is labeled (NEWS) for NonEmergent Wetland System. 
The transition is represented by a logistic function that is keyed to the predicted storage value:
FSAV   =   1  /  (  1  +  exp [ - ( S - SM ) / SB ] ) 
FPSTA  =   1-FSAV 
SM    = transition midpoint ( 50% SAV & 50 %  PSTA )  = 400 mg/m2
SB    = transition band width  = 80 mg/m2
Parameter Estimation Results:
1 3 2 4
Vegetation Type / Parameter Set EMERG PSTA SAV NEWS
Dataset Boney Marsh PSTA-8 Cell-4 Cell-4
C0 WC Conc at 0 g/m2 Storage ppb 4 4 4 12 Paired C vs. S Data
C1 WC Conc at 1 g/m2 Storage ppb 22 22 22 22 Paired C vs. S Data
K Net Settling Rate at Steady State m/yr 16 24 16 129 Fit to Conc Timeseries
ZX Depth Scale cm 60 0 60 60 Residuals 
SM     Transition Midpoint mg/m2 #N/A #N/A #N/A 400
SB     Transition Bandwith mg/m2 #N/A #N/A #N/A 80
K1 Uptake Rate m3/mg-yr 0.0707 0.1071 0.0707 Storage-Dependent =  K3 /  C0
K2 Recycle Rate m2 / mg-yr 0.0013 0.0019 0.0013 Storage-Dependent =  K3  K1  /  K
K3 Burial Rate 1/yr 0.2826 0.4284 0.2826 Storage-Dependent = K (C1 - C0 ) / 1000
Depth Multiplier for Gross Uptake Rate:
Thought to Reflect Hydraulic Effects (increased short circuiting at shallow depths)
Effective surface area for P uptake increases with depth in SAV & emergent systems, but not for periphyton mats
FZ    =    Min ( 1,  Z / ZX ) ,   =   1    if   ZX = 0
ZX  =  Depth Scaling Factor (cm)  =  0  for PSTA ,  60 cm for SAV & Emergents
Z  =   Mean Depth (cm)
ZX 60 0
Substrate
cm SAV/Emerg PSTA
0 0.00 1.00
10 0.17 1.00
20 0.33 1.00
30 0.50 1.00
40 0.67 1.00
50 0.83 1.00
60 1.00 1.00
70 1.00 1.00
80 1.00 1.00
90 1.00 1.00
100 1.00 1.00
Steady-State Solutions of P Cycling Model for Each Vegetation Type 
Results Shown Over Calibration Range of Each Vegetation Type, and <= 200 ppb. Mean Depth = 60 cm
Storage (mg/m2)  =  (  Fz  K1  C   -   K3  )  /  K2 Storage Response Time (yrs) =  -ln (0.1) /  (  K2 S +  K3 )
Net P Removal  (mg/m2-yr)  =  K3 S Net Settling Rate, C* = 0    (m/yr)  =  K3  S  /  C
6/21/2003