Sample calculation for
the construction noise impact assessment (Unmitigated) - 1/F |
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Foundation Stage |
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Equipment |
Reference |
SWL,dB(A) |
No. of units |
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Air
Compressors |
CNP 002 |
102 |
1 |
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Generator,
silenced |
CNP 102 |
100 |
2 |
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Excavator |
CNP 081 |
112 |
2 |
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Lorry |
CNP 141 |
112 |
2 |
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Mobile
Crane |
CNP 048 |
112 |
3 |
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Piling,
Earth Auger, Auger |
CNP 167 |
114 |
2 |
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Concrete
Lorry Mixer |
CNP 044 |
109 |
1 |
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Total SWL |
122 |
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The distance correction was calculated based on the
following equation: |
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Distance Correction = 8+20Log(Slant Distance
between NSR and Noise Source) |
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Corrected Noise Level (CNL) = Total SWL - Distance
Correction + Façade Effect |
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Foundation Stage |
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NSR ID |
Horizontal
Distance, m |
Receiver
Height, mPD |
Source
Height, mPD |
Height
Different, m |
Slant
Distance, m |
Distance
Correction, dB(A) |
Façade
Effect |
CNL,
dB(A) |
1a |
133 |
10.3 |
5.2 |
5.1 |
133 |
50 |
3 |
75 |
1b |
134 |
10.3 |
5.2 |
5.1 |
134 |
51 |
3 |
75 |
2 |
163 |
10.3 |
5.2 |
5.1 |
163 |
52 |
3 |
73 |
3 |
200 |
10.3 |
5.2 |
5.1 |
200 |
54 |
3 |
71 |
4 |
240 |
10.3 |
5.2 |
5.1 |
240 |
56 |
3 |
70 |
5 |
286 |
10.3 |
5.2 |
5.1 |
286 |
57 |
3 |
68 |
13 |
198 |
9.7 |
5.2 |
4.5 |
198 |
54 |
3 |
71 |
14 |
154 |
9.7 |
5.2 |
4.5 |
154 |
52 |
3 |
74 |
15a |
134 |
9.7 |
5.2 |
4.5 |
134 |
51 |
3 |
75 |
15b |
112 |
9.7 |
5.2 |
4.5 |
112 |
49 |
3 |
76 |
15c |
112 |
9.7 |
5.2 |
4.5 |
112 |
49 |
3 |
76 |
15d |
124 |
9.7 |
5.2 |
4.5 |
124 |
50 |
3 |
75 |
20a |
248 |
10.5 |
5.2 |
5.3 |
248 |
56 |
3 |
69 |
20b |
246 |
10.5 |
5.2 |
5.3 |
246 |
56 |
3 |
70 |
21 |
272 |
10.5 |
5.2 |
5.3 |
272 |
57 |
3 |
69 |
23 |
125 |
10.5 |
5.2 |
5.3 |
125 |
50 |
3 |
75 |
24a |
157 |
14 |
5.2 |
8.8 |
157 |
52 |
3 |
73 |
24b |
144 |
14 |
5.2 |
8.8 |
144 |
51 |
3 |
74 |
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Superstructure Stage |
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Equipment |
Reference |
SWL,dB(A) |
No. of units |
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|
|
|
Air Compressors |
CNP 002 |
102 |
1 |
|
|
|
|
|
Generator, silenced |
CNP 102 |
100 |
2 |
|
|
|
|
|
Concrete pump |
CNP 047 |
109 |
1 |
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|
Concrete Lorry Mixer |
CNP 044 |
109 |
3 |
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Tower Crane |
CNP 049 |
95 |
1 |
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|
Vibratory Poker |
CNP 170 |
113 |
4 |
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|
|
|
|
|
Total SWL |
121 |
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|
|
|
|
|
|
|
|
|
|
|
|
|
The distance correction was calculated based on the
following equation: |
|
|
|
|
||||
Distance Correction = 8+20Log(Slant Distance
between NSR and Noise Source) |
|
|
|
|
||||
|
|
|
|
|
|
|
|
|
Corrected Noise Level (CNL) = Total SWL - Distance
Correction + Façade Effect |
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|
||||
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|
Superstructure Stage |
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|
|
|
|
NSR ID |
Horizontal
Distance, m |
Receiver
Height, mPD |
Source
Height, mPD |
Height
Different, m |
Slant
Distance, m |
Distance
Correction, dB(A) |
Façade
Effect |
CNL, dB(A) |
1a |
133 |
10.3 |
5.2 |
5.1 |
133 |
50 |
3 |
73 |
1b |
134 |
10.3 |
5.2 |
5.1 |
134 |
51 |
3 |
73 |
2 |
163 |
10.3 |
5.2 |
5.1 |
163 |
52 |
3 |
71 |
3 |
200 |
10.3 |
5.2 |
5.1 |
200 |
54 |
3 |
70 |
4 |
240 |
10.3 |
5.2 |
5.1 |
240 |
56 |
3 |
68 |
5 |
286 |
10.3 |
5.2 |
5.1 |
286 |
57 |
3 |
66 |
13 |
198 |
9.7 |
5.2 |
4.5 |
198 |
54 |
3 |
70 |
14 |
154 |
9.7 |
5.2 |
4.5 |
154 |
52 |
3 |
72 |
15a |
134 |
9.7 |
5.2 |
4.5 |
134 |
51 |
3 |
73 |
15b |
112 |
9.7 |
5.2 |
4.5 |
112 |
49 |
3 |
75 |
15c |
112 |
9.7 |
5.2 |
4.5 |
112 |
49 |
3 |
75 |
15d |
124 |
9.7 |
5.2 |
4.5 |
124 |
50 |
3 |
74 |
20a |
248 |
10.5 |
5.2 |
5.3 |
248 |
56 |
3 |
68 |
20b |
246 |
10.5 |
5.2 |
5.3 |
246 |
56 |
3 |
68 |
21 |
272 |
10.5 |
5.2 |
5.3 |
272 |
57 |
3 |
67 |
23 |
125 |
10.5 |
5.2 |
5.3 |
125 |
50 |
3 |
74 |
24a |
157 |
14 |
5.2 |
8.8 |
157 |
52 |
3 |
72 |
24b |
144 |
14 |
5.2 |
8.8 |
144 |
51 |
3 |
72 |
Sample calculation for
the construction noise impact assessment (Mitigated) - 1/F |
|
|
||||||
|
|
|
|
|
|
|
|
|
Foundation Stage |
|
|
|
|
|
|
|
|
Equipment |
Reference |
SWL,dB(A) |
No. of units |
|
|
|
|
|
Air Compressors |
CNP 002 |
102 |
1 |
|
|
|
|
|
Generator, silenced |
CNP 102 |
100 |
2 |
|
|
|
|
|
Excavator |
BS 5228:
Part 1: 1997 Table 7 |
104 |
2 |
|
|
|
|
|
Lorry |
BS 5228:
Part 1: 1997 Table 7 |
105 |
2 |
|
|
|
|
|
Mobile Crane |
CNP 048 |
112 |
3 |
|
|
|
|
|
Piling, Earth Auger, Auger |
CNP 167 |
114 |
2 |
|
|
|
|
|
Concrete Lorry Mixer |
BS 5228:
Part 1: 1997 Table 9 |
92 |
1 |
|
|
|
|
|
|
|
Total SWL |
121 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
The distance correction was calculated based on the
following equation: |
|
|
|
|
|
|||
Distance Correction = 8+20Log(Slant Distance
between NSR and Noise Source) |
|
|
|
|
||||
|
|
|
|
|
|
|
|
|
Corrected Noise Level (CNL) = Total SWL - Distance
Correction + Façade Effect |
|
|
|
|
||||
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Foundation Stage |
|
|
|
|
|
|
|
|
NSR ID |
Horizontal
Distance, m |
Receiver
Height, mPD |
Source
Height, mPD |
Height
Different, m |
Slant
Distance, m |
Distance
Correction, dB(A) |
Façade
Effect |
CNL,
dB(A) |
1a |
133 |
10.3 |
5.2 |
5.1 |
133 |
50 |
3 |
73 |
1b |
134 |
10.3 |
5.2 |
5.1 |
134 |
51 |
3 |
73 |
2 |
163 |
10.3 |
5.2 |
5.1 |
163 |
52 |
3 |
71 |
3 |
200 |
10.3 |
5.2 |
5.1 |
200 |
54 |
3 |
70 |
4 |
240 |
10.3 |
5.2 |
5.1 |
240 |
56 |
3 |
68 |
5 |
286 |
10.3 |
5.2 |
5.1 |
286 |
57 |
3 |
66 |
13 |
198 |
9.7 |
5.2 |
4.5 |
198 |
54 |
3 |
70 |
14 |
154 |
9.7 |
5.2 |
4.5 |
154 |
52 |
3 |
72 |
15a |
134 |
9.7 |
5.2 |
4.5 |
134 |
51 |
3 |
73 |
15b |
112 |
9.7 |
5.2 |
4.5 |
112 |
49 |
3 |
75 |
15c |
112 |
9.7 |
5.2 |
4.5 |
112 |
49 |
3 |
75 |
15d |
124 |
9.7 |
5.2 |
4.5 |
124 |
50 |
3 |
74 |
20a |
248 |
10.5 |
5.2 |
5.3 |
248 |
56 |
3 |
68 |
20b |
246 |
10.5 |
5.2 |
5.3 |
246 |
56 |
3 |
68 |
21 |
272 |
10.5 |
5.2 |
5.3 |
272 |
57 |
3 |
67 |
23 |
125 |
10.5 |
5.2 |
5.3 |
125 |
50 |
3 |
74 |
24a |
157 |
14 |
5.2 |
8.8 |
157 |
52 |
3 |
72 |
24b |
144 |
14 |
5.2 |
8.8 |
144 |
51 |
3 |
72 |
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|
|
|
|
|
|
|
|
|
Superstructure Stage |
|
|
|
|
|
|
|
|
Equipment |
Reference |
SWL,dB(A) |
No. of units |
|
|
|
|
|
Air Compressors |
CNP 002 |
102 |
1 |
|
|
|
|
|
Generator, silenced |
CNP 102 |
100 |
2 |
|
|
|
|
|
Concrete pump |
CNP 047 |
109 |
1 |
|
|
|
|
|
Concrete Lorry Mixer |
CNP 044 |
109 |
3 |
|
|
|
|
|
Tower Crane |
CNP 049 |
95 |
1 |
|
|
|
|
|
Vibratory Poker |
CNP 170 |
113 |
4 |
|
|
|
|
|
|
|
Total SWL |
121 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
The distance correction was calculated based on the
following equation: |
|
|
|
|
|
|||
Distance Correction = 8+20Log(Slant Distance
between NSR and Noise Source) |
|
|
|
|
||||
|
|
|
|
|
|
|
|
|
Corrected Noise Level (CNL) = Total SWL - Distance
Correction + Façade Effect |
|
|
|
|
||||
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Superstructure Stage |
|
|
|
|
|
|
|
|
NSR ID |
Horizontal
Distance, m |
Receiver
Height, mPD |
Source
Height, mPD |
Height
Different, m |
Slant
Distance, m |
Distance
Correction, dB(A) |
Façade
Effect |
CNL,
dB(A) |
1a |
133 |
10.3 |
5.2 |
5.1 |
133 |
50 |
3 |
73 |
1b |
134 |
10.3 |
5.2 |
5.1 |
134 |
51 |
3 |
73 |
2 |
163 |
10.3 |
5.2 |
5.1 |
163 |
52 |
3 |
71 |
3 |
200 |
10.3 |
5.2 |
5.1 |
200 |
54 |
3 |
70 |
4 |
240 |
10.3 |
5.2 |
5.1 |
240 |
56 |
3 |
68 |
5 |
286 |
10.3 |
5.2 |
5.1 |
286 |
57 |
3 |
66 |
13 |
198 |
9.7 |
5.2 |
4.5 |
198 |
54 |
3 |
70 |
14 |
154 |
9.7 |
5.2 |
4.5 |
154 |
52 |
3 |
72 |
15a |
134 |
9.7 |
5.2 |
4.5 |
134 |
51 |
3 |
73 |
15b |
112 |
9.7 |
5.2 |
4.5 |
112 |
49 |
3 |
75 |
15c |
112 |
9.7 |
5.2 |
4.5 |
112 |
49 |
3 |
75 |
15d |
124 |
9.7 |
5.2 |
4.5 |
124 |
50 |
3 |
74 |
20a |
248 |
10.5 |
5.2 |
5.3 |
248 |
56 |
3 |
68 |
20b |
246 |
10.5 |
5.2 |
5.3 |
246 |
56 |
3 |
68 |
21 |
272 |
10.5 |
5.2 |
5.3 |
272 |
57 |
3 |
67 |
23 |
125 |
10.5 |
5.2 |
5.3 |
125 |
50 |
3 |
74 |
24a |
157 |
14 |
5.2 |
8.8 |
157 |
52 |
3 |
72 |
24b |
144 |
14 |
5.2 |
8.8 |
144 |
51 |
3 |
72 |