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 138A/B |
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Overall Concentrations |
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and Area 65D R1 Site |
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Four
assessment points (ASRs P5-P8) 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) |
P5 |
P6 |
P7 |
P8 |
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0 |
282 |
274 |
136 |
143 |
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5 |
204 |
199 |
249 |
240 |
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10 |
142 |
140 |
180 |
182 |
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Therefore,
the background concentration inside the Deckover section is |
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282 |
ug/m3. |
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Overall Maximum NO2
concentration inside |
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the
Deckover section (Normal Speed) |
= |
12.8 + 282 |
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= |
295 |
ug/m3 |
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Overall Maximum NO2
concentration inside |
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the
Deckover section (Worse Case) |
= |
42.2 + 282 |
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= |
325 |
ug/m3 |
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