The impact of urban groundwater upon surface water - eTheses ...

Specific discharge to the river m 3 d -1
(negative indicates discharge to the river)
-1.6
-1.4
-1.2
-1.0
-0.8
-0.6
-0.4
-0.2
0.0
Dry Weather Flow Conditions, R24
Seepage face
Cumulative discharge (2nd y axis)
River Bank (East) River Bed
River Bank (West)
Cell Dimensions
Horizontal 0.3 m
Vertical 0.1 m
River boundary cells in order starting at the top of the Eastern bank down across the river bed and
up to the top of the Western bank, breaks between vertical and horizontal faces.
Figure 6.11 The distribution of steady state groundwater discharge across the channel.
100
90
80
70
60
50
40
30
20
10
0
Cumulative Discharge (%)