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fundamentals of transportation and traffic operation At point A which is five miles upstream of a bottleneck, cumulative amival and departure curves are mathematically defined

fundamentals of transportation and traffic operation

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At point "A" which is five miles upstream of a bottleneck, cumulative amival and departure curves are mathematically defined as follows: A(t)= 50t for t 30 (min) D(t)=-400+80t for 5 30 (min) D(t)=-400+80t for 5

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