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PDF (DX094490.pdf) - White Rose Etheses Online

PDF (DX094490.pdf) - White Rose Etheses Online

128 TABLE 4.25 Site Lane

128 TABLE 4.25 Site Lane (sec) a(sec) No. Moore St. Roundabout 1 1.77 2.82 Ecclesall Rd entry 2 1.59 2.72 3 1.68 2.80 Castle Sq Roundabout 1 2.60 3.75 Arundel Gate entry 2 2.59 3.22 Park Square Roundabout 1 1.89 3.50 Corn Exchange entry 2 2.18 3.42 3 2.19 3.10 TABLE 4.25 Results of analysis of gap acceptance data from observations at public sites in Sheffield The lane numbers start at the offside and increase as they approach the nears ide lane All three sites had one more lane, the nearside one, which did not provide adequate data to be analysed

129 TABLE 4.26 Time interval- (sec) I Observed Frequency 0.00-1.00 52 1.01-2.00 162 2 .0 1-3. 00 84 3.01-4.00 43 4.01-5.00 32 5.01-6 .00 21 6.01-7.00 26 7.01-8.00 15 8.01-9.00 10 9.01-10.00 11 ^10 .01 19 Table 4.26 Castle Square Roundabout Observed frequency of headways in circulating flow TABLE 4.27 Arrivals per 15 sec interval 0 1 2 3 4 5 6 7 Observed Frequency TABLE 4.27 Castle Square Roundabout Observed frequency Of arrivals per 15 sec interval in circulating flow 1 7 18 16 25 23 12 11 7

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PDF (267549_VOL2.pdf) - White Rose Etheses Online
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