2007
DOI: 10.1007/s10546-007-9238-x
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Flow in a Street Canyon for any External Wind Direction

Abstract: An analytical model has been developed for the flow along a street canyon (of height H and width W ), generated by an external wind blowing at any angle relative to the axis of the street. Initially, we consider the special case of a wind blowing parallel to the street. The interior of the street is decomposed into three regions, and the flow within each region is assumed to depend only on the external wind and the distance to the closest solid boundary. This decomposition leads to two different flow regimes: … Show more

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Cited by 104 publications
(66 citation statements)
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“…These empirical wind profiles are exponential functions and are therefore qualitatively similar to the profile used in SIRANE (Soulhac et al, 2008) to derive the average wind velocity within the street canyon. The wind speeds calculated using these wind profiles and those in SIR-ANE are compared in Fig.…”
Section: Mean Wind Velocity Within the Street Canyonmentioning
confidence: 66%
“…These empirical wind profiles are exponential functions and are therefore qualitatively similar to the profile used in SIRANE (Soulhac et al, 2008) to derive the average wind velocity within the street canyon. The wind speeds calculated using these wind profiles and those in SIR-ANE are compared in Fig.…”
Section: Mean Wind Velocity Within the Street Canyonmentioning
confidence: 66%
“…Soulhac et al, 2008). However, no modifications to the flow immediately above the canopy are incorporated in this model.…”
Section: Discussionmentioning
confidence: 99%
“…As driven by ambient wind, street canyon flow is significantly influenced by external wind direction [9]. Soulhac et al [10] built a theoretical two-region street canyon model and revealed that the mean longitudinal velocity is proportional to Symmetry boundary condition was imposed at two side planes, while all other solid facets were set as no slip boundaries. A prescribed logarithmic profile [35] was adopted as the prevalent wind condition at the upstream inlet.…”
Section: Introductionmentioning
confidence: 99%
“…z is the aerodynamic roughness length, set as 0.03 m,  is von Karman's constant, set as 0. 41,10 U is the reference horizontal velocity at 10 m high, set as 1 m/s [36]. Symmetry boundary condition was imposed at two side planes, while all other solid facets were set as no slip boundaries.…”
Section: Introductionmentioning
confidence: 99%