Stochastic versus Deterministic Approaches - Environmental Modelling: Finding Simplicity in Complexity - page 140

0.15

3.5

Tidel response at OB-10.
MSE1 = 8.73E-4
MSE2 = 9.64E-4

0.1

3

2.5

0.05

2

0

1.5

− 0.05

1

OB-16. Pumping at OB-16.
MSE1 = 1.55E-2
MSE2 = 1.48E-2

0.5

− 0.1

0

− 0.15

0 0.5 1 1.5

Time (day)

2 2.5 3

0 1 2 3 4

Time (day)

5 6 7

OB-11
OB-13

OB-5

OB-4

OB-10

OB-3

OB-19

OB-18

OB-2

OB-12
OB-16

OB-7

OB-1
OB-6
OB-8

OB-17 OB-9

OB-20

OB-15

OB-14

0.3

8

0.25

6

0.2

0.15

4

0.1

2

OB-14. Pumping at OB-6.
MSE1 = 1.73E-3
MSE2 = 2.12E-3

OB-15. Pumping at OB-15.
MSE1 = 1.86E-1
MSE2 = 2.00E-1

0.05

0

0

0 0.5 1 1.5 2

Time (day)

2.5 3 3.5 4

0 0.2 0.4 0.6 0.8 1

Time (day)

1.2 1.4 1.6 1.8 2

Figure 8.6 Calculated and measured head variations at selected points in response to tidal and pumping effects. Hydraulic heads
from two simulations are depicted in light and dark grey. Measurements are depicted with circles. In the insets, MSE denotes mean
square error (mean square difference between calculated and measured head variations).