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Fig. 19.5 Model design of
simplified finite-difference
model ('Simple'). Contours
represent simulated hydraulic
heads
Fig. 19.6 Temporal
development of submarine
groundwater discharge
( Q SGD , dark blue )and
surface runoff ( Q S , light blue )
in response to a sea-level rise
of 1 m ( dashed lines ),
increase of groundwater
recharge of 30% ( bold lines )
and both scenarios combined
( lines with markers )
19.5 Discussion
The recent submarine groundwater discharge for the investigated catchment
(140 km 2 ) is calculated as 86 mm/a or 12 .
10 6 m 3 /a. This value compares
well with measurements of Schlüter et al. ( 2004 ). By means of measurements
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