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

Figure 17

Equivalent external 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)