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PDF (DX094490.pdf) - White Rose Etheses Online

PDF (DX094490.pdf) - White Rose Etheses Online

(1) (ii) a 110 TABLE 4.4

(1) (ii) a 110 TABLE 4.4 all values 3.793 0.437 excluded top 3.457 0.212 all values 4.125 0.283 excluded top 4.003 0.243 mean I st.dev. I mean st. dev. 2.858 0.378 3.158 0.207 2.681 0.273 2.781 0.261 TABLE 4.4 Comparison between predictiors based on the inclusion and exclusion of top values and on two definitions of the dependent variable; set (1) assumes as dependent variable the number of entries set(ii) assumes as dependent variable the size of the gaps initial values a = 4.01 sec = 2.77 sec q 0.44 veh/sec

1 2 3 4 56789 10 2.95 2.94 2.68 2.95 2.88 3.04 2.89 2.87 2.86 2.87 111 Table 4.5 NT TN a I a 3.17 3.17 3.71 3.20 3.23 2.89 3.30 3.25 3.54 3.41 2.89 2.86 2.65 2.92 2.79 3.02 2.84 2.86 2.82 2.72 3.34 3.39 3.83 3.33 3.47 3.02 3.48 3.35 3.70 3.72 TABLE 4.5 Gap- acceptance parameters estimated by linear models initial value a = 3.50 sec, = 2.80 sec) q = 0.26 veh/sec NT: N, dependent; T, independent variables TN: T, dependent; N, independent variables N: the number of entering vehicles per gap T: the length of the gap (sec) : move-up time (sec) a: critical gap (sec) q: circulating flow (veh/sec) both methods of analysis were weighted linear models

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