Appendix
3.5 |
Calculations
of NO2 Concentration inside the Two Sections |
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of Deckover on Road D1 |
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Section
between Area 138L/M |
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Overall Concentrations |
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and Area 76 R1 Site |
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Four
assessment points (ASRs P1-P4) at the boundary of the Deckover are chosen
(see Figure A3.2). |
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Using
CALINE4 model, the NO2 concentrations at the 4 assessment points at different
levels are calculated |
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(see
Appendix A3.1). The highest
concentration among the four assessment points is assumed to be the
background |
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NO2
concentration inside the Deckover section. |
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Elevation |
NO2 Concentrations
(ug/m3) at Various Levels |
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(mAG) |
P1 |
P2 |
P3 |
P4 |
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0 |
257 |
265 |
381 |
396 |
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5 |
402 |
403 |
243 |
258 |
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10 |
247 |
256 |
144 |
150 |
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Therefore,
the background concentration inside the Deckover section is |
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403 |
ug/m3. |
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Overall Maximum NO2
concentration inside |
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the
Deckover section (Normal Speed) |
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26.5 + 403 |
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= |
430 |
ug/m3 |
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Overall Maximum NO2
concentration inside |
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the
Deckover section (Worse Case) |
= |
73.4 + 403 |
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= |
477 |
ug/m3 |
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