Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/221145
Title: Computational analysis of pollutant dispersion mechanism in an urban street canyon
Researcher: Abhishek pratap singh
Guide(s): Dr Pramod Bhatia
Keywords: Engineering and Technology
University: The Northcap University (Formerly ITM University, Gurgaon)
Completed Date: 2018
Abstract: In the present study, computational modelling and simulations of pollutant dispersion mechanism in urban street canyon have been carried out using Computational Fluid Dynamics (CFD) approach. The effect of presence of elevated metro rail track corridor (EMRTC) in an urban street canyon on pollutant dispersion has been studied. In addition, effect of varying aspect ratio of the street canyon and that of wind orientation on pollutant dispersion have also been investigated. The simulations were carried out using both two-dimensional and three-dimensional geometries. In this study, suitability of CFD approach (with k-and#949; turbulence and species transport model) for predicting pollution in an urban street canyon has been investigated. This study reports its findings based on comparison of pollutant dispersion for street canyons without EMRTC and for street canyons with EMRTC. It was found that, comparatively speaking, the street canyons with EMRTC have higher pollutant concentration in the lower regions of the street canyon. Further, the pollutant concentration contours indicate that, for street canyons with EMRTC, the pollutant concentrations are relatively higher in the vicinity of the metro rail pillars (as compared to other portions of street canyon). For regular street canyon (i.e. aspect ratio of 1), introduction of EMRTC lead to significant increase (24 to 104% depending on wind orientation) in normalised average volumetric pollutant concentration. This increase was about 17 to 144% for wide street canyon (i.e. aspect ratio 0.5) similarly, with the introduction of EMRTC, the increase in average normalised pollutant concentration at pedestrian level was 28 to 175% and 60 to 182%, respectively for aspect ratios 1 and 0.5. When comparing normalised average volumetric pollutant concentration amongst perpendicular wind flow (i.e. 90o wind flow orientation), oblique wind flow (i.e. 60o, 45o and 30o wind flow orientations) and parallel wind flow (i.e. 0o wind flow orientation), while going from perpendicular to other wind flow orientations (oblique and parallel), the value of normalised average volumetric pollutant concentration decreased by 44 to 76% and 55 to 80%, respectively for aspect ratios 1 and 0.5. Depending on the case under consideration, the decrease in aspect ratio from 1 to 0.5, decreased the average volumetric normalised pollutant concentration by 29 to 75%. The above important findings and their details will help us in effectively designing elevated metro rail tracks and related infrastructure for urban street canyons, so that health of inhabitants is not compromised due to vehicular pollution under such situations. Inputs from this study will help in optimising the geometry of structures like EMRTC, flyovers, bridges and residential buildings of street canyon newline
Pagination: 236 p.
URI: http://hdl.handle.net/10603/221145
Appears in Departments:Department of Mechanical Engineering

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01_title.pdfAttached File21.8 kBAdobe PDFView/Open
02_certificate certificate from supervisor .pdf100.75 kBAdobe PDFView/Open
03certificate from student .pdf106.36 kBAdobe PDFView/Open
04_acknowledgement .pdf5.93 kBAdobe PDFView/Open
05_table of content .pdf19.19 kBAdobe PDFView/Open
06_list of figures.pdf296.32 kBAdobe PDFView/Open
07_list of tables.pdf141.88 kBAdobe PDFView/Open
08_abbreviations.pdf249.68 kBAdobe PDFView/Open
09_abstract.pdf246.7 kBAdobe PDFView/Open
10_chapter 1 .pdf280.6 kBAdobe PDFView/Open
11_chapter 2.pdf414.64 kBAdobe PDFView/Open
12_chapter 3.pdf1.65 MBAdobe PDFView/Open
13_chapter 4.pdf1.38 MBAdobe PDFView/Open
14_chapter 5.pdf2.89 MBAdobe PDFView/Open
15_chapter 6.pdf353.29 kBAdobe PDFView/Open
16_chapter 7.pdf276.46 kBAdobe PDFView/Open
17_references.pdf348.73 kBAdobe PDFView/Open
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