Two gap distributions including Pearson type III distribution, and modified exponential distribution used by Oliver that takes into account minimum headway which is governed by finite vehicle sizes and velocity and spacing characteristics of drives are comparatively analyzed; distributions did not fit to data obtained in Holland Tunnel, New York, NY, approximately 1 mi "downstream" from entrance.
Vehicle headway distribution for tunnels
Nat Research Council -- Highway Research Board -- Research News
1963
11 pages
Aufsatz (Zeitschrift)
Englisch
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