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MODELLING OF SPEED-FLOW EQUATIONS FOR SELECTED STRETCHES ON NATIONAL HIGHWAYS

机译:公路选择拉伸的速度流方程建模

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The Government of India during the last decade has drawn up huge road capacity augmentation measures through the implementation of various ongoing National Highway Development Program (NHDP) projects like Golden Quadrilateral, North-South, East-West and some Expressway Corridors. These projects are principally aimed at developing high speed multi-lane corridors to link major cities. These major changes have resulted in variations in speed - flow characteristics and subsequently road user costs. The precise determination of realistic speed-flow relationships for different vehicle types under different conditions of road and traffic is essential for arriving at the capacity of a road. The principal objective of the present study is to develop linear and non-linear models to evaluate speed-flow relationships for selected stretches on National Highways for different types of vehicles by developing separate speed-flow equations on National Highways. It is observed from the study that, the mean free speed of cars calculated is relatively same on a 4-lane as that of a 6-lane divided carriageway, for heavy vehicles is slightly less on a 6-lane as that of a 4-lane divided carriageways and for all other vehicles is relatively high on a 8-lane divided carriageways as that of a 4-lane divided carriageways and 6-lane divided carriageways.
机译:在过去的十年中,印度政府通过实施各种正在进行的国家公路发展计划(NHDP)项目(例如,金四边形,南北,东西向和一些高速公路走廊),制定了庞大的道路通行措施。这些项目的主要目的是发展高速多车道走廊,以连接主要城市。这些重大变化导致速度-流量特性以及随后道路使用者成本的变化。对于在道路和交通的不同条件下针对不同类型车辆的实际速度-流量关系的精确确定对于获得道路通行能力至关重要。本研究的主要目的是开发线性和非线性模型,以通过在国家公路上开发单独的速度-流量方程来评估不同类型车辆在国家公路上选定路段的速度-流量关系。从研究中可以看出,计算出的汽车的平均自由速度在4车道上与6车道分开的车道相对相同,对于重型车辆,在6车道上的平均自由车速比在4车道上的平均车速稍低。 8车道分隔车道和4车道分隔车道和6车道分隔车道的车道分隔车道和所有其他车辆的车道相对较高。

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