Figure 3: Project west winds at 5 m/s at 10 meters, viewing site from the south. A
cross-section of the bridge is seen on the left. The magnitude of the westerly
component of the wind is illustrated with isopleths. Wind speed at the top of the
tower is 7.3 m/s compared to 6.6 m/s incoming wind at 10 m.
Figure 4. Project west winds at 10 m/s at 10 meters, viewing site from the south. The
magnitude of the westerly component of the wind is illustrated with isopleths. Wind speed
at the top of the tower is 14.1 m/s compared to 12.5 m/s incoming wind 10 meters above
the ground.
Figure 5. Project west winds at 10 m/s at 10 meters, viewing from the south. A crosssection of the bridge is included on the left. This figure shows the ratio of TKE to
actual kinetic energy at the center of the plant building.
Figure 6. Project west winds at 10 m/s at 10 meters, viewed from the south. This
figure shows the ratio of TKE to actual kinetic energy at the north edge of the plant
building where the tower is located.
Figure 7. Project north winds at 4 m/s at 10 meters above MSL, viewed from the west.
Vegetation is included north of the building. Wind vectors are illustrated with shading
corresponding to wind speed.
Figure 8. Project north winds at 8 m/s at 10 meters above MSL, viewed from the east.
Wind vectors are illustrated with vector length corresponding to wind speed.
Figure 9. South winds at 4 m/s, viewed from the west. Ratio of TKE to
actual KE illustrated to view building wake.
Figure 10. South winds at 8 m/s, viewed from the west. South component of
wind speed illustrated.
Figure 11. South winds at 12 m/s at 10 meters above MSL. South
component of wind speed illustrated with shading.