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4.2.3.3 Planning-Relevant
Results
Figures
4/15 und 4/16 show sample results of the sand erosion
experiments for the current and planned states for the wind
direction 40°.
In the current state (Figure
4/15), areas with super-elevated wind
velocities – that is, where wind velocities are more than
doubled (red surfaces) – are present only in the vicinity of
an existing skyscraper.
In the planned state (Figure
4/16), additional such areas also
appear near the planned new buildings (in the middle of the
picture).
|
Gust wind velocity
|
Excess frequency
|
Evaluation criteria |
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< 6 m/s
> 6 m/s |
-
max. 5% |
no wind comfort problems permissible in parks, waiting ranges, road cafes, on playgrounds
|
|
> 6 m/s
> 15 m/s |
max. 20%
max. 0.05% |
permissible on surfaces for brief stay (less strict criterion), and/or which are fast exceeded |
|
> 8 m/s |
max. 1% |
permissible within waiting and seat ranges |
|
> 10 m/s |
max. 1% |
permissible on surfaces for brief residence time (strict criterion) |
|
> 13 m/s |
max. 1% |
permissible at corners of a building, permissible for problem-free running |
|
> 13 m/s |
> 1% |
unpleasantly, annoyingly, wind protection |
|
> 18 m/s |
> 1% |
Danger |
Table 4/2: Criteria for evaluating the wind conditions
for a specific object, Source: LOHMEYER et al., 1992
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Fig. 4/15:
Wind velocity at ground level in the current state, wind
direction 40°, Source: LOHMEYER et al., 1992
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. |
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Fig. 4/16: Wind velocity at
ground level in the planned state, wind direction 40°,
Source: LOHMEYER et al., 1992
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