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Flows Upstream of a Highway Bottleneck

机译:流向公路瓶颈

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摘要

Suppose that the local capacity of a highway is a smooth function of location, approximated by a parabolic function with a minimum value at some location (the bottleneck). The flow approaching the bottleneck increase approximatley linearly with time as it exceeds the capacity of the bottleneck. We present here an analytic solution for the resulting flow pattern upstream of the bottleneck as predicted by the theory of Lighthill and whitham (1955) for two differnet types of analytic forms for the relation between flow and density. Although, in each of the two cases, the formulation of the problem contains seven parameters, it is shown that, by appropriate linear transformation of variable, the flow pattern can be described in terms of a single dimensionelss pattern. In each case, a shock first forms at some point upstream of the bottleneck with an amplitude which increases proportional to the square root of the time from its beginning.
机译:假设高速公路的局部通行能力是位置的平滑函数,由抛物线函数近似,并且在某个位置(瓶颈)处具有最小值。接近瓶颈的流量随着时间超过瓶颈的容量而随时间线性增加。正如Lighthill和whitham(1955)的理论所预测的,对于流量和密度之间的关系的两种不同类型的分析形式,我们在这里提出了瓶颈上游流动模式的解析解决方案。尽管在两种情况下,问题的表述都包含七个参数,但可以看出,通过对变量进行适当的线性变换,可以用单个尺寸模型来描述流动模式。在每种情况下,首先会在瓶颈上游的某个点处形成冲击,其振幅与从其开始的时间的平方根成正比地增加。

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