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PDF (DX094490.pdf) - White Rose Etheses Online

PDF (DX094490.pdf) - White Rose Etheses Online

4, 0 3.5 o 3.0 C -J 4- 0

4, 0 3.5 o 3.0 C -J 4- 0 I -a E 0 > 0 4- 4.- Ljj 2. 0 176 0 500 1000 1500 2000 2500 3000 3500 4000 Circulating Flow, veh/hr Figure 6.3 Effective Number' of Lenes end Circulating Flow

177 1. Ashworth and Laurence (1977): The value of circulating flow is the mean of the values observed before and after flaring . Fang (1976): One effective number of lanes was arrived per site, corresponding to a range of circulating flows, i.e. It was assumed that the circulating flow did not influence the effective number. Ct) 4. 0 31,5 3. 0 -j 2.5 4- 0 I E 3 > 0 4- 4- 2.0 115 0 500 1000 1500 2000 2500 3000 3500 4000 Circulatng Flow, veh/hr Figure 6,3a Effective Number of Lanes arid CircuLating FLow

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