Digital Signal Processing Reference
In-Depth Information
Figure (7-9 b): Average relative humidity during
simulation period
Figure (7-9 c): Average solar radiation
during simulation period
Various model runs were performed assuming no forcing parameters of wind and tidal flow; other
runs were conducted including the discharges from the main drains and a combination of the forcing
parameters with the main purpose of understanding the hydrodynamics of the lake and its response to
the different forces.
Case I: Effect of Discharges and Tidal Forces
In the first model run, the simulation only takes into account the tidal inflow from the sea and the
discharges from the main drains with no wind forcing. The initial water level in the lake is set to 0.4
m. Water level and velocity results are derived at 11 history stations and discharges at three cross
sections. These are displayed in
Figure (7-10a)
and
(7-10b)
.
Note that the stations are selected as
locations of particular interest to represent the different hydrodynamics parameters in the lake.
Figure (7-10 a): Schematisation of monitoring history locations representing hydrodynamic parameters of the
model
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