Table 1.

Summary of the relative frequencies of pedestrian-level wind speed in nine testing models (input wind direction: 90°).

	u < 0.3 m/s stagnant	0.6 m/s > u ≥ 0.3 m/s poor	1.0 m/s > u ≥ 0.6 m/s low	1.3 m/s > u ≥ 1.0 m/s satisfactory	u ≥ 1.3 m/s good
Case 1903	2.29%	28.86%	35.43%	4.00%	29.43%
Case 1	25.67%	43.67%	30.33%	0.00%	0.33%
Case 2	43.66%	19.40%	16.42%	14.55%	5.97%
Case 3	22.02%	24.19%	28.16%	20.58%	5.05%
Case 4	24.12%	15.59%	9.41%	0.29%	50.59%
Case 5	13.06%	20.47%	12.17%	3.86%	50.45%
Case 6a	9.83%	10.69%	21.39%	4.34%	53.76%
Case 6b	2.60%	23.41%	22.25%	0.29%	51.45%
Case 7	44.78%	24.18%	0.27%	0.00%	30.77%