Abstract

We investigate the flow characteristics around step-up street canyons with various building aspect ratios (ratio of along-canyon building length to street-canyon width, and upwind building height to downwind building height) using a computational fluid dynamics (CFD) model. Simulated results are validated against experimental wind-tunnel results, with the CFD simulations conducted under the same building configurations as those in the wind-tunnel experiments. The CFD model reproduces the measured in-canyon vortex, rooftop recirculation zone above the downwind building, and stagnation point position reasonably well. We analyze the flow characteristics, focusing on the structural change of the in-canyon flows and the interaction between the in- and around-canyon flows with the increase of building-length ratio. The in-canyon flows undergo development and mature stages as the building-length ratio increases. In the development stage (i.e., small building-length ratios), the position of the primary vortex wanders, and the incoming flow closely follows both the upstream and downstream building sidewalls. As a result, increasing momentum transfer from the upper layer contributes to a momentum increase in the in-canyon region, and the vorticity in the in-canyon region also increases. In the mature stage (i.e., large building-length ratios), the primary vortex stabilizes in position, and the incoming flow no longer follows the building sidewalls. This causes momentum loss through the street-canyon lateral boundaries. As the building-length ratio increases, momentum transfer from the upper layer slightly decreases, and the reverse flow, updraft, and streamwise flow in the in-canyon region also slightly decrease, resulting in vorticity reduction.

Highlights

  • Urbanization and population growth have increased building density in urban areas, giving rise to various types of morphological features

  • This study aims to validate flows simulated by a computational fluid dynamics (CFD) model in step-up street canyons against the Addepalli and Pardyjak (2013) particle image velocimetry (PIV) measurements and, based on the CFD simulations through the systematic changes in building height and along-canyon length, to investigate the three-dimensional flow characteristics in step-up street canyons

  • Relatively strong downdrafts were induced below the stagnation point in the downwind region of the step-up street canyons and these descending flows contributed to the formation of primary clockwise-rotating vortices in the step-up street canyons

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Summary

Introduction

Urbanization and population growth have increased building density in urban areas, giving rise to various types of morphological features. Addepalli and Pardyjak (2013) investigated detailed flow patterns in step-up street canyons with the systematic changes in building length in the along-canyon direction using particle image velocimetry (PIV) in a wind-tunnel facility. They found that the main flow patterns (i.e., recirculations above building roofs and street-canyon vortices) were dependent on the ratio of upwind and downwind building heights. The wind-tunnel experiments of Addepalli and Pardyjak (2013, 2015) could be utilized as validation results for numerical studies in more realistic building layouts, they have a limitation in providing stereoscopic views for the stepup and step-down street canyon flows. Hayati et al (2019) validated the step-up and stepdown street-canyon flows simulated by three different computational fluid dynamics (CFD) methods (fast-response mass-conserved semi-empirical, Reynolds-averaged Navier–Stokes equations, and large-eddy simulation solvers) against the high-resolution wind-tunnel data (Addepalli and Pardyjak 2013, 2015), without analyzing three-dimensional flow features in detail

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