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Abstract：
This article analyses the widen signalized intersections＇ non - uniform saturation flow rate characteristics, and the uniform delay model. Based on this an adjusted uniform model is put forward.
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Source ：
Journal of Highway and Transportation Research and Development
ISSN： 1002-0268
Year： 2001
Issue： 5
Volume： 18
Page： 75-77
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ESI Highly Cited Papers on the List： 0 Unfold All
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30 Days PV： 6
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