178
R. Ula´ nczyk et al.
Fig. 8.1 An example of ELCOM-CAEDYM outputs for the Goczałkowice Reservoir: Spatial distribution of water temperature in the top and the bottom water layer on the 24 and the 28 of July 2010
and the water temperature and chlorophyll a in a water column located near the main outflow (after
[28])
an analysis of the status of the Rogo´ znik I reservoir and a proposition of remedial
measures were done at a request of the Municipality Office. The study included
the preparation of a mathematical model capable of the simulation of impacts of the
damming level, various inflow rates (including extreme) and the reduction of nutrients
load on the retention time and the water quality (nutrients and phytoplankton). The
model was prepared using the AEM3D. It had the horizontal resolution of 10 m,
and 7 water layers of thickness ranging from 0.2 m near the surface to 0.5 m in the
deepest part. The simulated period included one year and a set of scenarios, that
enabled the assessment of impacts of proposed remedial measures. According to
the model outputs, the water mixing was wind-driven, and the largest flow velocity
R. Ula´ nczyk et al.
Fig. 8.1 An example of ELCOM-CAEDYM outputs for the Goczałkowice Reservoir: Spatial distribution of water temperature in the top and the bottom water layer on the 24 and the 28 of July 2010
and the water temperature and chlorophyll a in a water column located near the main outflow (after
[28])
an analysis of the status of the Rogo´ znik I reservoir and a proposition of remedial
measures were done at a request of the Municipality Office. The study included
the preparation of a mathematical model capable of the simulation of impacts of the
damming level, various inflow rates (including extreme) and the reduction of nutrients
load on the retention time and the water quality (nutrients and phytoplankton). The
model was prepared using the AEM3D. It had the horizontal resolution of 10 m,
and 7 water layers of thickness ranging from 0.2 m near the surface to 0.5 m in the
deepest part. The simulated period included one year and a set of scenarios, that
enabled the assessment of impacts of proposed remedial measures. According to
the model outputs, the water mixing was wind-driven, and the largest flow velocity