Wind Load Characteristics and Action Mechanism on Internal and External Surfaces of Super-Large Cooling Towers under Wind-Rain Combined Effects

Figure 18

Equivalent internal pressure coefficient curves of typical sections along circumferential direction of the cooling tower.

(a) 0.27H (56m)

(b) 0.51H (104m)

(c) 0.73H (152m)

(d) 0.80H (168m)

(e) 0.87H (184m)

(f) 0.95H (200m)