DMSTA Simulation Results

Case:

WL_W2_EAV

Period:

11/01/01

to

11/30/02

Case:

Wellington W2 - EAV

Input Series

w2_eav

Tanks in Series

3.0

Surface Area (km2)

0.0008

Simulation Period

08/01/01

thru

11/30/02

Mean Water Load (cm/d)

9.6

Bypass Volume

0.0%

Output Period

11/01/01

thru

11/30/02

Max Water Load (cm/d)

12.2

Mean Depth (cm)

31

Startup Interval (days)

273

Iterations

1

Inflow Conc (ppb)

77.7

Max Depth (cm)

35

Avg Interval (days)

7

Inflow P Load (mg/m2-yr)

2429

Freq Depth < 5 cm

0.0%

Parameter Set:

none

Outflow FWM Conc (ppb)

24.4

Load Reduction

74%

K (m/yr)

108.55

Sm (mg/m2)

0

Outflow C with Bypass

24.4

Time Freq Conc > 10 ppb

100%

C1 (ppb)

22.0

Sp (mg/m2)

0

95th Percentile (ppb)

28.3

Vol Freq Conc > 10 ppb

100%

C0 (ppb)

4.0

Qout Intercept

0.5

Outflow Geo. Mean (ppb)

24.3

Storage Turnover (1/yr)

10.6

Zx(cm)

60

Qout Exponent

4.0

Outflow GM, Q>0 (ppb)

24.3

Mean Stored P (mg/m2)

791

Wtr Bal Error

0.0%

Knet-Plug Flow (m/yr)

39.7

Storage Inc/Net Removal

13%

Mass B Error

0.0%

Knet-NCSTR (m/yr)

48.7

Outfl. Seepage (cm/d/cm)

0.05

Calibration Statistics for Period:

05/01/02

thru

11/30/02

Mean

Mean

Count

Observed

Predicted

Residual

Resid%

RSE%

R2

Mean Depth (cm)

31

33.8

30.8

3.0

10%

11%

0%

Flow (cm/day)

31

7.74

7.96

-0.22

-3%

8%

78%

Flow-Wtd-Mean Conc (ppb)

31

24.2

23.1

1.1

5%

Geometric Mean Conc (ppb)

31

22.9

23.1

-0.2

-1%

27%

0%

Mean Conc (ppb)

31

23.8

23.3

0.5

2%

29%

0%

Outflow Load (mg/m2-d)

31

1.87

1.84

0.04

2%

32%

17%

Pred Q x Conc (mg/m2-d)

31

1.93

1.84

0.09

5%

31%

17%

Obs Load2 = Predicted Flow x Obs Conc

Green lines on x axis of concentration plots indicate model calibration period.

07/05/03