超需求:需求曲线后弯的静态交通模型

IF 2.2 3区 工程技术 Q2 ECONOMICS Economics of Transportation Pub Date : 2020-12-01 DOI:10.1016/j.ecotra.2020.100182
Lewis J. Lehe, Ayush Pandey
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引用次数: 5

摘要

在Walters(1961)的传统中,静态交通模型通常以“需求曲线”为特征,给出了每单位行驶时间(逆速度)所需的车辆流量。传统上,需求曲线会下降,因为随着出行时间的减少,人们想要开更多的车。本文提出,如果交通拥堵以某种方式促使一些人从高占用模式切换到低占用模式,那么车辆流量需求可能会随着单位旅行时间的增加而增加(我们称之为“超需求”)。为了说明这一点,我们提出了一个在各向同性市中心的旅行模型,在这个模型中,人们选择不旅行,一种低占用模式被称为“单独”,一种高占用模式被称为“池”。“拼车路线绕道上下车,所以拥堵比单独出行更延误乘客。因此,即使在“轻度拥堵”中也可能出现多重平衡,并且通过消除平衡,小的通行费增加也会产生巨大的影响。
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Hyperdemand: A static traffic model with backward-bending demand curves

Static traffic models, in the tradition of Walters (1961), typically feature a ‘‘demand curve’’ giving the vehicle flow demanded for each unit travel time (inverse speed). Traditionally, the demand curve declines because people want to drive more as travel times fall. This paper proposes that the vehicle flow demanded can, instead, plausibly rise with unit travel time (a phenomenon we call ‘‘hyperdemand’’), if congestion somehow induces some people to switch from high-to low-occupancy modes. To illustrate, we present a model of travel in an isotropic downtown where people choose among not traveling, a low-occupancy mode called ‘‘Alone’’ and a high-occupancy mode called ‘‘Pool.’’ Pool trips detour to pick up and drop off passengers en route, so congestion delays them more than Alone trips. Consequently, multiple equilibria can arise even in ‘‘light congestion,’’ and small toll increases can have dramatic impacts by eliminating equilibria.

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来源期刊
CiteScore
5.50
自引率
7.10%
发文量
19
审稿时长
69 days
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