DMSTA Simulation Results

Case:

Design_A1

Period:

1/1/1965

to

12/31/1995

Case:

EAA Reservoir A1 - SFWMD Basin Spec Feas Study 2002

Input Series

design_a1

Tanks in Series

1.0

Surface Area (km2)

82.5982

Simulation Period

01/04/55

thru

12/31/95

Mean Water Load  (cm/d)

1.1

Mean Depth (cm)

116

Output Period

01/01/65

thru

12/31/95

Max Water Load (cm/d)

14.8

Max Depth (cm)

210

Calib Period

01/01/65

12/31/95

Inflow Conc  (ppb)

100.0

Freq Depth <  5 cm

0.0%

Startup Interval (days)

3650

Iterations

-10

Inflow P Load (mg/m2-yr)

261

Load Reduction

49%

Avg Interval (days)

90

Wtr Bal Error

0.0%

Outflow FWM  Conc (ppb)

55.0

Conc Reduction

45%

Parameter Set:

RESERV

Mass B Error

-0.3%

Outflow C with Bypass

55.0

Time Freq Conc > 10 ppb

49%

K (m/yr)

3.200

Kd (m/yr)

0

95th Percentile (ppb)

64.1

K - SS, C*=4 ppb (m/yr)

3.2

C1 (ppb)

150.0

Weir Depth (cm)

30

Outflow Geo. Mean (ppb)

62.5

Storage Turnover (1/yr)

6.4

C0  (ppb)

4.0

Cont Depth (cm)

0

Outflow GM,  Q>0 (ppb)

55.4

Mean Stored P (mg/m2)

347

C2 (ppb)

0

Qout Intercept

5.0

Seepage Loss

0%

Storage Inc/Net Removal

0%

Zx  (cm)

40

Qout Exponent

1.5

HRT (days)

173.9

Outfl. Seepage (cm/d/cm)

0

Ki

E/m2-d

0

0

Model 2

Mean Biomass (g/m2)

#N/A

Biomass Turnover (1/yr)

#N/A

Kb

1/d

0

0

"

Gross PP  (g/m2-d)

#N/A

Total Resp (g/m2-d)

#N/A

Kr

1/d/g/m2

0

0

"

Ka

1/d

0

0

"

Kc

ppb

0

0

"

Ke

1/d

0

0

"

Ku

mg/m2

0

0

"

Calibration  Statistics for Period:

01/01/65

thru

12/31/95

Mean

Mean

Inflow P Conc (ppb)  =

100

Count

Observed

Predicted

Residual

Resid%

RSE%

R2

Mean Depth (cm)

125

116.5

115.3

1.2

1%

4%

99%

Flow (cm/day)

125

0.65

0.66

-0.01

-1%

22%

88%

Flow-Wtd-Mean Conc (ppb)

0

#N/A

#N/A

#N/A

#N/A

Geometric Mean Conc (ppb)

0

#N/A

#N/A

#N/A

#N/A

#N/A

#N/A

Mean Conc (ppb)

0

#N/A

55.9

#N/A

#N/A

#N/A

#N/A

Outflow Load (mg/m2-d)

0

#N/A

#N/A

#N/A

#N/A

#N/A

#N/A

Pred Q x Conc (mg/m2-d)

0

#N/A

#N/A

#N/A

#N/A

#N/A

#N/A

Conc Reduction (%)

0

#N/A

#N/A

#N/A

#N/A

Obs Load2 = Predicted Flow x Observed Conc

Green lines on x axis of concentration plots indicate model calibration period.  Statistics at top of sheet are for entire output period.

03/02/05