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Test cases for control of Nord2000
Appendix A. Straight Road Cases
Nord2000 - Road Traffic - Straight Road -
Case No. 1
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Flat terrain, d=100 m, hr=1.5 m, impedance A, homogeneous atm. |
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Traffic parameters |
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Calculated sound levels |
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Nvc |
10000 |
veh. per T |
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LAeq,24h |
38,63 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
48,00 |
dB |
|
T |
24 |
hours |
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LAmax |
37,97 |
dB |
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0 |
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Propagation parameters |
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Calculated spectra |
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hr |
1,5 |
m |
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Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
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25 |
44,95 |
54,32 |
4,42 |
zu |
10 |
m |
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31,5 |
42,12 |
51,49 |
3,20 |
u |
0 |
m/s |
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40 |
40,75 |
50,11 |
1,30 |
ö |
0 |
° |
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50 |
39,11 |
48,47 |
-1,55 |
su |
0 |
m/s |
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63 |
37,73 |
47,09 |
-5,60 |
dt/dz |
0 |
°/m |
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80 |
36,38 |
45,74 |
-10,93 |
sdt/dz |
0 |
°/m |
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|
100 |
26,25 |
35,62 |
-16,52 |
Cv2 |
0 |
m4/3/s2 |
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|
125 |
18,10 |
27,47 |
-20,28 |
Ct2 |
0 |
K/s2 |
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160 |
17,89 |
27,25 |
-21,76 |
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|
200 |
17,13 |
26,49 |
-22,07 |
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250 |
17,85 |
27,21 |
-21,97 |
Terrain profile |
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315 |
17,41 |
26,78 |
-21,69 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
17,66 |
27,02 |
-21,24 |
m |
m |
kNsm-4 |
m |
|
500 |
19,99 |
29,35 |
-20,62 |
3,25 |
0 |
20000 |
0 |
|
630 |
22,93 |
32,30 |
-19,78 |
5 |
0 |
12,5 |
0 |
|
800 |
26,34 |
35,71 |
-18,77 |
100 |
0 |
0 |
0 |
|
1000 |
29,74 |
39,11 |
-17,65 |
0 |
0 |
0 |
0 |
|
1250 |
30,79 |
40,16 |
-16,51 |
0 |
0 |
0 |
0 |
|
1600 |
30,45 |
39,81 |
-15,39 |
0 |
0 |
0 |
0 |
|
2000 |
29,67 |
39,04 |
-14,54 |
0 |
0 |
0 |
0 |
|
2500 |
27,54 |
36,91 |
-13,83 |
0 |
0 |
0 |
0 |
|
3150 |
25,43 |
34,79 |
-13,18 |
0 |
0 |
0 |
0 |
|
4000 |
23,33 |
32,69 |
-12,70 |
0 |
0 |
0 |
0 |
|
5000 |
20,67 |
30,03 |
-12,57 |
0 |
0 |
0 |
0 |
|
6300 |
18,17 |
27,54 |
-13,16 |
0 |
0 |
0 |
0 |
|
8000 |
13,88 |
23,24 |
-14,92 |
|
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|
10000 |
7,70 |
17,06 |
-18,35 |
Nord2000 - Road Traffic - Straight Road -
Case No. 2
|
Flat terrain, d=100 m, hr=1.5 m, impedance B, homogeneous atm. |
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Traffic parameters |
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Calculated sound levels |
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|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
38,38 |
dB |
|
V |
80 |
km/t |
|
|
LAE |
47,75 |
dB |
|
T |
24 |
hours |
|
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LAmax |
37,77 |
dB |
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0 |
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Propagation parameters |
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Calculated spectra |
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Hr |
1,5 |
m |
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Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
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|
25 |
46,26 |
55,63 |
5,73 |
zu |
10 |
m |
|
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31,5 |
44,29 |
53,65 |
5,36 |
u |
0 |
m/s |
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40 |
44,16 |
53,53 |
4,71 |
ö |
0 |
° |
|
|
50 |
44,30 |
53,66 |
3,64 |
su |
0 |
m/s |
|
|
63 |
45,27 |
54,63 |
1,94 |
dt/dz |
0 |
°/m |
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|
80 |
46,64 |
56,00 |
-0,67 |
sdt/dz |
0 |
°/m |
|
|
100 |
38,17 |
47,53 |
-4,61 |
Cv2 |
0 |
m4/3/s2 |
|
|
125 |
28,25 |
37,61 |
-10,14 |
Ct2 |
0 |
K/s2 |
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160 |
23,38 |
32,75 |
-16,26 |
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|
200 |
19,17 |
28,53 |
-20,03 |
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|
250 |
18,72 |
28,08 |
-21,10 |
Terrain profile |
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|
315 |
17,82 |
27,18 |
-21,29 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
17,68 |
27,04 |
-21,22 |
m |
m |
kNsm-4 |
m |
|
500 |
19,65 |
29,02 |
-20,96 |
3,25 |
0 |
20000 |
0 |
|
630 |
22,29 |
31,65 |
-20,42 |
5 |
0 |
31,5 |
0 |
|
800 |
25,51 |
34,87 |
-19,60 |
100 |
0 |
0 |
0 |
|
1000 |
28,88 |
38,24 |
-18,52 |
0 |
0 |
0 |
0 |
|
1250 |
29,99 |
39,36 |
-17,31 |
0 |
0 |
0 |
0 |
|
1600 |
29,74 |
39,10 |
-16,08 |
0 |
0 |
0 |
0 |
|
2000 |
29,27 |
38,63 |
-14,93 |
0 |
0 |
0 |
0 |
|
2500 |
27,44 |
36,81 |
-13,93 |
0 |
0 |
0 |
0 |
|
3150 |
25,34 |
34,70 |
-13,27 |
0 |
0 |
0 |
0 |
|
4000 |
23,25 |
32,61 |
-12,79 |
0 |
0 |
0 |
0 |
|
5000 |
20,60 |
29,97 |
-12,64 |
0 |
0 |
0 |
0 |
|
6300 |
18,12 |
27,49 |
-13,21 |
0 |
0 |
0 |
0 |
|
8000 |
13,84 |
23,21 |
-14,95 |
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10000 |
7,67 |
17,04 |
-18,38 |
Nord2000 - Road Traffic - Straight Road -
Case No. 3
|
Flat terrain, d=100 m, hr=1.5 m, impedance C, homogeneous atm. |
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Traffic parameters |
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Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
38,71 |
dB |
|
V |
80 |
km/t |
|
|
LAE |
48,08 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
38,08 |
dB |
|
|
|
|
|
|
0 |
|
|
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Propagation parameters |
|
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|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,56 |
55,93 |
6,03 |
zu |
10 |
m |
|
|
31,5 |
44,87 |
54,23 |
5,94 |
u |
0 |
m/s |
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|
40 |
45,22 |
54,59 |
5,78 |
ö |
0 |
° |
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|
50 |
46,12 |
55,49 |
5,47 |
su |
0 |
m/s |
|
|
63 |
48,25 |
57,61 |
4,92 |
dt/dz |
0 |
°/m |
|
|
80 |
51,30 |
60,67 |
3,99 |
sdt/dz |
0 |
°/m |
|
|
100 |
45,27 |
54,64 |
2,49 |
Cv2 |
0 |
m4/3/s2 |
|
|
125 |
38,51 |
47,88 |
0,13 |
Ct2 |
0 |
K/s2 |
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|
160 |
36,14 |
45,51 |
-3,50 |
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|
200 |
30,40 |
39,76 |
-8,80 |
|
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|
250 |
24,56 |
33,92 |
-15,26 |
Terrain profile |
|
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|
|
315 |
19,88 |
29,24 |
-19,23 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
18,80 |
28,17 |
-20,09 |
m |
m |
kNsm-4 |
m |
|
500 |
20,29 |
29,66 |
-20,31 |
3,25 |
0 |
20000 |
0 |
|
630 |
22,39 |
31,76 |
-20,32 |
5 |
0 |
80 |
0 |
|
800 |
25,11 |
34,47 |
-20,00 |
100 |
0 |
0 |
0 |
|
1000 |
28,11 |
37,47 |
-19,29 |
0 |
0 |
0 |
0 |
|
1250 |
29,11 |
38,47 |
-18,19 |
0 |
0 |
0 |
0 |
|
1600 |
28,90 |
38,26 |
-16,90 |
0 |
0 |
0 |
0 |
|
2000 |
28,57 |
37,94 |
-15,61 |
0 |
0 |
0 |
0 |
|
2500 |
26,90 |
36,26 |
-14,47 |
0 |
0 |
0 |
0 |
|
3150 |
25,06 |
34,43 |
-13,55 |
0 |
0 |
0 |
0 |
|
4000 |
23,11 |
32,47 |
-12,93 |
0 |
0 |
0 |
0 |
|
5000 |
20,48 |
29,85 |
-12,76 |
0 |
0 |
0 |
0 |
|
6300 |
18,03 |
27,39 |
-13,30 |
0 |
0 |
0 |
0 |
|
8000 |
13,77 |
23,14 |
-15,02 |
|
|
|
|
|
10000 |
7,63 |
16,99 |
-18,43 |
Nord2000 - Road Traffic - Straight Road -
Case No. 4
|
Flat terrain, d=100 m, hr=1.5 m, impedance D, homogeneous atm. |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
40,09 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
49,46 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
39,48 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,59 |
55,96 |
6,06 |
zu |
10 |
m |
|
|
31,5 |
44,97 |
54,33 |
6,04 |
u |
0 |
m/s |
|
|
40 |
45,45 |
54,82 |
6,01 |
ö |
0 |
° |
|
|
50 |
46,59 |
55,95 |
5,93 |
su |
0 |
m/s |
|
|
63 |
49,10 |
58,47 |
5,78 |
dt/dz |
0 |
°/m |
|
|
80 |
52,81 |
62,17 |
5,50 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,78 |
57,15 |
5,01 |
Cv2 |
0 |
m4/3/s2 |
|
|
125 |
42,56 |
51,93 |
4,18 |
Ct2 |
0 |
K/s2 |
|
|
160 |
42,47 |
51,84 |
2,82 |
|
|
|
|
|
200 |
39,88 |
49,24 |
0,68 |
|
|
|
|
|
250 |
37,17 |
46,54 |
-2,64 |
Terrain profile |
|
|
|
|
315 |
31,50 |
40,87 |
-7,61 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
25,17 |
34,53 |
-13,73 |
m |
m |
kNsm-4 |
m |
|
500 |
23,09 |
32,46 |
-17,52 |
3,25 |
0 |
20000 |
0 |
|
630 |
24,03 |
33,39 |
-18,68 |
5 |
0 |
200 |
0 |
|
800 |
25,83 |
35,20 |
-19,27 |
100 |
0 |
0 |
0 |
|
1000 |
28,07 |
37,44 |
-19,33 |
0 |
0 |
0 |
0 |
|
1250 |
28,46 |
37,83 |
-18,83 |
0 |
0 |
0 |
0 |
|
1600 |
27,91 |
37,27 |
-17,86 |
0 |
0 |
0 |
0 |
|
2000 |
27,64 |
37,00 |
-16,54 |
0 |
0 |
0 |
0 |
|
2500 |
26,14 |
35,51 |
-15,23 |
0 |
0 |
0 |
0 |
|
3150 |
24,49 |
33,85 |
-14,13 |
0 |
0 |
0 |
0 |
|
4000 |
22,70 |
32,06 |
-13,34 |
0 |
0 |
0 |
0 |
|
5000 |
20,24 |
29,61 |
-13,00 |
0 |
0 |
0 |
0 |
|
6300 |
17,86 |
27,23 |
-13,47 |
0 |
0 |
0 |
0 |
|
8000 |
13,65 |
23,01 |
-15,15 |
|
|
|
|
|
10000 |
7,53 |
16,90 |
-18,52 |
Nord2000 - Road Traffic - Straight Road -
Case No. 5
|
Flat terrain, d=100 m, hr=1.5 m, impedance E, homogeneous atm. |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
43,07 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
52,43 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
42,70 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,58 |
55,95 |
6,04 |
zu |
10 |
m |
|
|
31,5 |
44,97 |
54,33 |
6,04 |
u |
0 |
m/s |
|
|
40 |
45,48 |
54,85 |
6,03 |
ö |
0 |
° |
|
|
50 |
46,67 |
56,04 |
6,01 |
su |
0 |
m/s |
|
|
63 |
49,30 |
58,66 |
5,97 |
dt/dz |
0 |
°/m |
|
|
80 |
53,20 |
62,56 |
5,89 |
sdt/dz |
0 |
°/m |
|
|
100 |
48,52 |
57,88 |
5,74 |
Cv2 |
0 |
m4/3/s2 |
|
|
125 |
43,86 |
53,22 |
5,47 |
Ct2 |
0 |
K/s2 |
|
|
160 |
44,65 |
54,02 |
5,01 |
|
|
|
|
|
200 |
43,44 |
52,80 |
4,24 |
|
|
|
|
|
250 |
42,82 |
52,19 |
3,01 |
Terrain profile |
|
|
|
|
315 |
40,18 |
49,54 |
1,07 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
37,00 |
46,36 |
-1,90 |
m |
m |
kNsm-4 |
m |
|
500 |
34,30 |
43,67 |
-6,30 |
3,25 |
0 |
20000 |
0 |
|
630 |
30,91 |
40,28 |
-11,80 |
5 |
0 |
500 |
0 |
|
800 |
29,70 |
39,06 |
-15,41 |
100 |
0 |
0 |
0 |
|
1000 |
30,74 |
40,11 |
-16,65 |
0 |
0 |
0 |
0 |
|
1250 |
29,76 |
39,13 |
-17,54 |
0 |
0 |
0 |
0 |
|
1600 |
27,64 |
37,01 |
-18,09 |
0 |
0 |
0 |
0 |
|
2000 |
26,59 |
35,95 |
-17,58 |
0 |
0 |
0 |
0 |
|
2500 |
24,99 |
34,36 |
-16,37 |
0 |
0 |
0 |
0 |
|
3150 |
23,54 |
32,90 |
-15,08 |
0 |
0 |
0 |
0 |
|
4000 |
21,98 |
31,35 |
-14,07 |
0 |
0 |
0 |
0 |
|
5000 |
19,72 |
29,08 |
-13,53 |
0 |
0 |
0 |
0 |
|
6300 |
17,50 |
26,87 |
-13,84 |
0 |
0 |
0 |
0 |
|
8000 |
13,41 |
22,77 |
-15,39 |
|
|
|
|
|
10000 |
7,36 |
16,73 |
-18,69 |
Nord2000 - Road Traffic - Straight Road -
Case No. 6
|
Flat terrain, d=100 m, hr=1.5 m, impedance F, homogeneous atm. |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
50,33 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
59,69 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
50,14 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,56 |
55,93 |
6,03 |
zu |
10 |
m |
|
|
31,5 |
44,95 |
54,32 |
6,03 |
u |
0 |
m/s |
|
|
40 |
45,47 |
54,84 |
6,02 |
ö |
0 |
° |
|
|
50 |
46,67 |
56,04 |
6,02 |
su |
0 |
m/s |
|
|
63 |
49,33 |
58,70 |
6,01 |
dt/dz |
0 |
°/m |
|
|
80 |
53,29 |
62,66 |
5,98 |
sdt/dz |
0 |
°/m |
|
|
100 |
48,72 |
58,09 |
5,94 |
Cv2 |
0 |
m4/3/s2 |
|
|
125 |
44,27 |
53,63 |
5,88 |
Ct2 |
0 |
K/s2 |
|
|
160 |
45,42 |
54,78 |
5,77 |
|
|
|
|
|
200 |
44,79 |
54,15 |
5,59 |
|
|
|
|
|
250 |
45,13 |
54,49 |
5,31 |
Terrain profile |
|
|
|
|
315 |
43,97 |
53,34 |
4,87 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
43,07 |
52,44 |
4,18 |
m |
m |
kNsm-4 |
m |
|
500 |
43,71 |
53,08 |
3,11 |
3,25 |
0 |
20000 |
0 |
|
630 |
44,19 |
53,55 |
1,48 |
5 |
0 |
2000 |
0 |
|
800 |
44,17 |
53,53 |
-0,94 |
100 |
0 |
0 |
0 |
|
1000 |
43,02 |
52,39 |
-4,37 |
0 |
0 |
0 |
0 |
|
1250 |
38,78 |
48,14 |
-8,52 |
0 |
0 |
0 |
0 |
|
1600 |
33,65 |
43,01 |
-11,85 |
0 |
0 |
0 |
0 |
|
2000 |
30,25 |
39,62 |
-13,78 |
0 |
0 |
0 |
0 |
|
2500 |
26,26 |
35,63 |
-15,06 |
0 |
0 |
0 |
0 |
|
3150 |
22,85 |
32,21 |
-15,79 |
0 |
0 |
0 |
0 |
|
4000 |
20,36 |
29,73 |
-15,71 |
0 |
0 |
0 |
0 |
|
5000 |
18,10 |
27,47 |
-15,17 |
0 |
0 |
0 |
0 |
|
6300 |
16,25 |
25,61 |
-15,10 |
0 |
0 |
0 |
0 |
|
8000 |
12,51 |
21,88 |
-16,29 |
|
|
|
|
|
10000 |
6,74 |
16,10 |
-19,32 |
Nord2000 - Road Traffic - Straight Road -
Case No. 7
|
Flat terrain, d=100 m, hr=1.5 m, impedance G, homogeneous atm. |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
58,09 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
67,46 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
56,19 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,55 |
55,92 |
6,02 |
zu |
10 |
m |
|
|
31,5 |
44,94 |
54,31 |
6,02 |
u |
0 |
m/s |
|
|
40 |
45,46 |
54,83 |
6,01 |
ö |
0 |
° |
|
|
50 |
46,66 |
56,03 |
6,01 |
su |
0 |
m/s |
|
|
63 |
49,33 |
58,69 |
6,00 |
dt/dz |
0 |
°/m |
|
|
80 |
53,29 |
62,66 |
5,99 |
sdt/dz |
0 |
°/m |
|
|
100 |
48,74 |
58,11 |
5,97 |
Cv2 |
0 |
m4/3/s2 |
|
|
125 |
44,32 |
53,69 |
5,94 |
Ct2 |
0 |
K/s2 |
|
|
160 |
45,54 |
54,90 |
5,89 |
|
|
|
|
|
200 |
45,03 |
54,39 |
5,83 |
|
|
|
|
|
250 |
45,56 |
54,93 |
5,75 |
Terrain profile |
|
|
|
|
315 |
44,75 |
54,11 |
5,64 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
44,40 |
53,77 |
5,51 |
m |
m |
kNsm-4 |
m |
|
500 |
45,94 |
55,31 |
5,34 |
3,25 |
0 |
20000 |
0 |
|
630 |
47,82 |
57,19 |
5,11 |
5 |
0 |
20000 |
0 |
|
800 |
49,91 |
59,28 |
4,80 |
100 |
0 |
0 |
0 |
|
1000 |
51,75 |
61,12 |
4,36 |
0 |
0 |
0 |
0 |
|
1250 |
50,99 |
60,35 |
3,69 |
0 |
0 |
0 |
0 |
|
1600 |
49,25 |
58,61 |
2,71 |
0 |
0 |
0 |
0 |
|
2000 |
46,08 |
55,44 |
1,30 |
0 |
0 |
0 |
0 |
|
2500 |
41,12 |
50,49 |
-0,67 |
0 |
0 |
0 |
0 |
|
3150 |
35,59 |
44,95 |
-3,27 |
0 |
0 |
0 |
0 |
|
4000 |
29,68 |
39,05 |
-6,48 |
0 |
0 |
0 |
0 |
|
5000 |
23,17 |
32,54 |
-10,17 |
0 |
0 |
0 |
0 |
|
6300 |
17,25 |
26,62 |
-14,17 |
0 |
0 |
0 |
0 |
|
8000 |
10,68 |
20,04 |
-18,17 |
|
|
|
|
|
10000 |
3,95 |
13,31 |
-22,13 |
Nord2000 - Road Traffic - Straight Road -
Case No. 8
|
Flat terrain, d=100 m, hr=4 m, impedance D, homogeneous atm. |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
45,59 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
54,96 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
45,00 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
4 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,50 |
55,87 |
5,97 |
zu |
10 |
m |
|
|
31,5 |
44,84 |
54,21 |
5,92 |
u |
0 |
m/s |
|
|
40 |
45,27 |
54,64 |
5,83 |
ö |
0 |
° |
|
|
50 |
46,33 |
55,70 |
5,68 |
su |
0 |
m/s |
|
|
63 |
48,75 |
58,11 |
5,42 |
dt/dz |
0 |
°/m |
|
|
80 |
52,31 |
61,68 |
5,01 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,11 |
56,48 |
4,34 |
Cv2 |
0 |
m4/3/s2 |
|
|
125 |
41,69 |
51,06 |
3,31 |
Ct2 |
0 |
K/s2 |
|
|
160 |
41,43 |
50,80 |
1,79 |
|
|
|
|
|
200 |
38,86 |
48,23 |
-0,33 |
|
|
|
|
|
250 |
36,83 |
46,20 |
-2,98 |
Terrain profile |
|
|
|
|
315 |
33,45 |
42,82 |
-5,65 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
31,37 |
40,74 |
-7,52 |
m |
m |
kNsm-4 |
m |
|
500 |
31,90 |
41,26 |
-8,70 |
3,25 |
0 |
20000 |
0 |
|
630 |
32,97 |
42,34 |
-9,73 |
5 |
0 |
200 |
0 |
|
800 |
34,53 |
43,89 |
-10,57 |
100 |
0 |
0 |
0 |
|
1000 |
36,43 |
45,80 |
-10,96 |
0 |
0 |
0 |
0 |
|
1250 |
36,55 |
45,92 |
-10,74 |
0 |
0 |
0 |
0 |
|
1600 |
35,87 |
45,23 |
-9,97 |
0 |
0 |
0 |
0 |
|
2000 |
35,47 |
44,84 |
-8,76 |
0 |
0 |
0 |
0 |
|
2500 |
33,89 |
43,26 |
-7,54 |
0 |
0 |
0 |
0 |
|
3150 |
32,13 |
41,49 |
-6,57 |
0 |
0 |
0 |
0 |
|
4000 |
30,10 |
39,46 |
-6,05 |
0 |
0 |
0 |
0 |
|
5000 |
27,21 |
36,57 |
-6,16 |
0 |
0 |
0 |
0 |
|
6300 |
24,22 |
33,58 |
-7,29 |
0 |
0 |
0 |
0 |
|
8000 |
18,84 |
28,21 |
-10,23 |
|
|
|
|
|
10000 |
10,87 |
20,23 |
-15,57 |
Nord2000 - Road Traffic - Straight Road -
Case No. 9
|
Flat terrain, d=100 m, hr=1.5 m, impedance D, dtdz=0.1 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
43,90 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
53,26 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
40,63 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,60 |
55,97 |
6,06 |
zu |
10 |
m |
|
|
31,5 |
44,98 |
54,34 |
6,05 |
u |
0 |
m/s |
|
|
40 |
45,46 |
54,82 |
6,01 |
ö |
0 |
° |
|
|
50 |
46,59 |
55,96 |
5,93 |
su |
0 |
m/s |
|
|
63 |
49,11 |
58,47 |
5,78 |
dt/dz |
0,1 |
°/m |
|
|
80 |
52,81 |
62,18 |
5,50 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,79 |
57,16 |
5,02 |
Cv2 |
0 |
m4/3/s2 |
|
|
125 |
42,57 |
51,94 |
4,19 |
Ct2 |
0 |
K/s2 |
|
|
160 |
42,49 |
51,85 |
2,84 |
|
|
|
|
|
200 |
39,90 |
49,27 |
0,71 |
|
|
|
|
|
250 |
37,22 |
46,58 |
-2,60 |
Terrain profile |
|
|
|
|
315 |
31,64 |
41,00 |
-7,47 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
25,76 |
35,13 |
-13,13 |
m |
m |
kNsm-4 |
m |
|
500 |
24,61 |
33,97 |
-16,00 |
3,25 |
0 |
20000 |
0 |
|
630 |
26,26 |
35,62 |
-16,45 |
5 |
0 |
200 |
0 |
|
800 |
29,63 |
38,99 |
-15,48 |
100 |
0 |
0 |
0 |
|
1000 |
33,31 |
42,67 |
-14,09 |
0 |
0 |
0 |
0 |
|
1250 |
34,29 |
43,66 |
-13,00 |
0 |
0 |
0 |
0 |
|
1600 |
35,45 |
44,82 |
-12,27 |
0 |
0 |
0 |
0 |
|
2000 |
34,32 |
43,68 |
-11,41 |
0 |
0 |
0 |
0 |
|
2500 |
32,10 |
41,47 |
-10,41 |
0 |
0 |
0 |
0 |
|
3150 |
30,00 |
39,37 |
-9,49 |
0 |
0 |
0 |
0 |
|
4000 |
27,77 |
37,14 |
-8,99 |
0 |
0 |
0 |
0 |
|
5000 |
24,87 |
34,24 |
-8,96 |
0 |
0 |
0 |
0 |
|
6300 |
22,18 |
31,55 |
-9,66 |
0 |
0 |
0 |
0 |
|
8000 |
17,44 |
26,81 |
-11,76 |
|
|
|
|
|
10000 |
10,63 |
20,00 |
-15,71 |
Nord2000 - Road Traffic - Straight Road -
Case No. 10
|
Flat terrain, d=100 m, hr=1.5 m, impedance D, dtdz=-0.1 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
38,57 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
47,93 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
38,59 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,59 |
55,96 |
6,06 |
zu |
10 |
m |
|
|
31,5 |
44,96 |
54,33 |
6,04 |
u |
0 |
m/s |
|
|
40 |
45,44 |
54,80 |
5,99 |
ö |
0 |
° |
|
|
50 |
46,56 |
55,92 |
5,90 |
su |
0 |
m/s |
|
|
63 |
49,06 |
58,43 |
5,74 |
dt/dz |
-0,1 |
°/m |
|
|
80 |
52,75 |
62,12 |
5,45 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,72 |
57,09 |
4,95 |
Cv2 |
0 |
m4/3/s2 |
|
|
125 |
42,51 |
51,87 |
4,12 |
Ct2 |
0 |
K/s2 |
|
|
160 |
42,43 |
51,79 |
2,78 |
|
|
|
|
|
200 |
39,85 |
49,22 |
0,66 |
|
|
|
|
|
250 |
37,16 |
46,52 |
-2,66 |
Terrain profile |
|
|
|
|
315 |
31,47 |
40,83 |
-7,64 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
25,05 |
34,41 |
-13,85 |
m |
m |
kNsm-4 |
m |
|
500 |
22,83 |
32,19 |
-17,78 |
3,25 |
0 |
20000 |
0 |
|
630 |
23,64 |
33,00 |
-19,07 |
5 |
0 |
200 |
0 |
|
800 |
24,68 |
34,05 |
-20,43 |
100 |
0 |
0 |
0 |
|
1000 |
25,83 |
35,19 |
-21,57 |
0 |
0 |
0 |
0 |
|
1250 |
25,22 |
34,59 |
-22,07 |
0 |
0 |
0 |
0 |
|
1600 |
22,88 |
32,25 |
-21,95 |
0 |
0 |
0 |
0 |
|
2000 |
21,65 |
31,02 |
-21,53 |
0 |
0 |
0 |
0 |
|
2500 |
19,21 |
28,57 |
-21,13 |
0 |
0 |
0 |
0 |
|
3150 |
17,00 |
26,37 |
-20,53 |
0 |
0 |
0 |
0 |
|
4000 |
15,51 |
24,87 |
-19,56 |
0 |
0 |
0 |
0 |
|
5000 |
13,33 |
22,69 |
-19,06 |
0 |
0 |
0 |
0 |
|
6300 |
11,22 |
20,59 |
-19,36 |
0 |
0 |
0 |
0 |
|
8000 |
7,39 |
16,76 |
-20,77 |
|
|
|
|
|
10000 |
1,80 |
11,16 |
-23,74 |
Nord2000 - Road Traffic - Straight Road -
Case No. 11
|
Flat terrain, d=100 m, hr=1.5 m, partially incoherent, u=0, ö=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
48,22 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
57,59 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
44,11 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,59 |
55,96 |
6,06 |
zu |
10 |
m |
|
|
31,5 |
44,97 |
54,33 |
6,04 |
u |
0 |
m/s |
|
|
40 |
45,45 |
54,82 |
6,01 |
ö |
0 |
° |
|
|
50 |
46,59 |
55,95 |
5,93 |
su |
1 |
m/s |
|
|
63 |
49,10 |
58,47 |
5,78 |
dt/dz |
0 |
°/m |
|
|
80 |
52,80 |
62,17 |
5,50 |
sdt/dz |
0,05 |
°/m |
|
|
100 |
47,78 |
57,15 |
5,00 |
Cv2 |
1 |
m4/3/s2 |
|
|
125 |
42,56 |
51,92 |
4,17 |
Ct2 |
1 |
K/s2 |
|
|
160 |
42,46 |
51,83 |
2,82 |
|
|
|
|
|
200 |
39,88 |
49,24 |
0,68 |
|
|
|
|
|
250 |
37,20 |
46,56 |
-2,62 |
Terrain profile |
|
|
|
|
315 |
31,73 |
41,09 |
-7,38 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
26,77 |
36,13 |
-12,13 |
m |
m |
kNsm-4 |
m |
|
500 |
27,57 |
36,94 |
-13,03 |
3,25 |
0 |
20000 |
0 |
|
630 |
30,70 |
40,06 |
-12,01 |
5 |
0 |
200 |
0 |
|
800 |
34,38 |
43,74 |
-10,73 |
100 |
0 |
0 |
0 |
|
1000 |
38,04 |
47,40 |
-9,36 |
0 |
0 |
0 |
0 |
|
1250 |
39,30 |
48,66 |
-8,00 |
0 |
0 |
0 |
0 |
|
1600 |
40,62 |
49,98 |
-6,83 |
0 |
0 |
0 |
0 |
|
2000 |
39,90 |
49,26 |
-5,82 |
0 |
0 |
0 |
0 |
|
2500 |
37,60 |
46,97 |
-5,12 |
0 |
0 |
0 |
0 |
|
3150 |
34,78 |
44,15 |
-5,01 |
0 |
0 |
0 |
0 |
|
4000 |
31,35 |
40,71 |
-5,70 |
0 |
0 |
0 |
0 |
|
5000 |
26,92 |
36,29 |
-7,16 |
0 |
0 |
0 |
0 |
|
6300 |
22,49 |
31,85 |
-9,48 |
0 |
0 |
0 |
0 |
|
8000 |
16,11 |
25,48 |
-13,15 |
|
|
|
|
|
10000 |
7,92 |
17,28 |
-18,47 |
Nord2000 - Road Traffic - Straight Road -
Case No. 12
|
Flat terrain, d=100 m, hr=1.5 m, partially incoherent, u=3, ö=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
49,99 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
59,36 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
45,96 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,60 |
55,96 |
6,06 |
zu |
10 |
m |
|
|
31,5 |
44,97 |
54,34 |
6,04 |
u |
1 |
m/s |
|
|
40 |
45,45 |
54,82 |
6,01 |
ö |
0 |
° |
|
|
50 |
46,59 |
55,95 |
5,93 |
su |
1 |
m/s |
|
|
63 |
49,11 |
58,47 |
5,78 |
dt/dz |
0 |
°/m |
|
|
80 |
52,81 |
62,17 |
5,50 |
sdt/dz |
0,05 |
°/m |
|
|
100 |
47,79 |
57,15 |
5,01 |
Cv2 |
1 |
m4/3/s2 |
|
|
125 |
42,57 |
51,94 |
4,18 |
Ct2 |
1 |
K/s2 |
|
|
160 |
42,49 |
51,85 |
2,84 |
|
|
|
|
|
200 |
39,92 |
49,29 |
0,72 |
|
|
|
|
|
250 |
37,29 |
46,65 |
-2,53 |
Terrain profile |
|
|
|
|
315 |
31,96 |
41,32 |
-7,15 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
27,60 |
36,97 |
-11,29 |
m |
m |
kNsm-4 |
m |
|
500 |
29,18 |
38,54 |
-11,43 |
3,25 |
0 |
20000 |
0 |
|
630 |
32,72 |
42,09 |
-9,99 |
5 |
0 |
200 |
0 |
|
800 |
36,87 |
46,23 |
-8,24 |
100 |
0 |
0 |
0 |
|
1000 |
40,63 |
50,00 |
-6,77 |
0 |
0 |
0 |
0 |
|
1250 |
41,74 |
51,11 |
-5,55 |
0 |
0 |
0 |
0 |
|
1600 |
42,62 |
51,98 |
-4,70 |
0 |
0 |
0 |
0 |
|
2000 |
41,53 |
50,89 |
-3,99 |
0 |
0 |
0 |
0 |
|
2500 |
38,89 |
48,25 |
-3,62 |
0 |
0 |
0 |
0 |
|
3150 |
35,72 |
45,08 |
-3,92 |
0 |
0 |
0 |
0 |
|
4000 |
32,05 |
41,41 |
-4,92 |
0 |
0 |
0 |
0 |
|
5000 |
27,52 |
36,88 |
-6,53 |
0 |
0 |
0 |
0 |
|
6300 |
23,13 |
32,50 |
-8,84 |
0 |
0 |
0 |
0 |
|
8000 |
16,82 |
26,18 |
-12,46 |
|
|
|
|
|
10000 |
8,68 |
18,04 |
-17,74 |
Nord2000 - Road Traffic - Straight Road -
Case No. 13
|
Flat terrain, d=100 m, hr=1.5 m, partially incoherent, u=3, ö=45 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
52,64 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
62,00 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
50,30 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,62 |
55,99 |
6,09 |
zu |
10 |
m |
|
|
31,5 |
44,95 |
54,32 |
6,03 |
u |
3 |
m/s |
|
|
40 |
45,39 |
54,76 |
5,95 |
ö |
45 |
° |
|
|
50 |
46,49 |
55,86 |
5,83 |
su |
1 |
m/s |
|
|
63 |
48,99 |
58,36 |
5,66 |
dt/dz |
0 |
°/m |
|
|
80 |
52,71 |
62,08 |
5,40 |
sdt/dz |
0,05 |
°/m |
|
|
100 |
47,77 |
57,13 |
4,99 |
Cv2 |
1 |
m4/3/s2 |
|
|
125 |
42,72 |
52,08 |
4,33 |
Ct2 |
1 |
K/s2 |
|
|
160 |
42,93 |
52,30 |
3,29 |
|
|
|
|
|
200 |
40,88 |
50,24 |
1,68 |
|
|
|
|
|
250 |
39,23 |
48,59 |
-0,59 |
Terrain profile |
|
|
|
|
315 |
36,06 |
45,42 |
-3,05 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
34,58 |
43,94 |
-4,32 |
m |
m |
kNsm-4 |
m |
|
500 |
36,29 |
45,65 |
-4,32 |
3,25 |
0 |
20000 |
0 |
|
630 |
38,87 |
48,24 |
-3,84 |
5 |
0 |
200 |
0 |
|
800 |
42,12 |
51,49 |
-2,99 |
100 |
0 |
0 |
0 |
|
1000 |
44,90 |
54,27 |
-2,50 |
0 |
0 |
0 |
0 |
|
1250 |
45,10 |
54,47 |
-2,20 |
0 |
0 |
0 |
0 |
|
1600 |
44,99 |
54,35 |
-2,09 |
0 |
0 |
0 |
0 |
|
2000 |
43,03 |
52,39 |
-2,11 |
0 |
0 |
0 |
0 |
|
2500 |
39,68 |
49,04 |
-2,41 |
0 |
0 |
0 |
0 |
|
3150 |
36,09 |
45,45 |
-3,18 |
0 |
0 |
0 |
0 |
|
4000 |
32,30 |
41,67 |
-4,38 |
0 |
0 |
0 |
0 |
|
5000 |
28,79 |
38,15 |
-5,22 |
0 |
0 |
0 |
0 |
|
6300 |
24,62 |
33,99 |
-7,35 |
0 |
0 |
0 |
0 |
|
8000 |
18,40 |
27,77 |
-10,87 |
|
|
|
|
|
10000 |
10,21 |
19,58 |
-16,16 |
Nord2000 - Road Traffic - Straight Road -
Case No. 14
|
Flat terrain, d=100 m, hr=1.5 m, partially incoherent, u=3, ö=90 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
51,24 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
60,61 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
48,95 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,59 |
55,96 |
6,05 |
zu |
10 |
m |
|
|
31,5 |
44,89 |
54,25 |
5,96 |
u |
3 |
m/s |
|
|
40 |
45,29 |
54,66 |
5,85 |
ö |
90 |
° |
|
|
50 |
46,35 |
55,72 |
5,69 |
su |
1 |
m/s |
|
|
63 |
48,82 |
58,18 |
5,49 |
dt/dz |
0 |
°/m |
|
|
80 |
52,50 |
61,87 |
5,19 |
sdt/dz |
0,05 |
°/m |
|
|
100 |
47,53 |
56,89 |
4,75 |
Cv2 |
1 |
m4/3/s2 |
|
|
125 |
42,45 |
51,81 |
4,06 |
Ct2 |
1 |
K/s2 |
|
|
160 |
42,64 |
52,01 |
2,99 |
|
|
|
|
|
200 |
40,57 |
49,93 |
1,37 |
|
|
|
|
|
250 |
38,92 |
48,28 |
-0,90 |
Terrain profile |
|
|
|
|
315 |
35,78 |
45,14 |
-3,33 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
34,33 |
43,69 |
-4,57 |
m |
m |
kNsm-4 |
m |
|
500 |
35,95 |
45,32 |
-4,65 |
3,25 |
0 |
20000 |
0 |
|
630 |
38,25 |
47,61 |
-4,46 |
5 |
0 |
200 |
0 |
|
800 |
41,06 |
50,43 |
-4,05 |
100 |
0 |
0 |
0 |
|
1000 |
43,51 |
52,88 |
-3,89 |
0 |
0 |
0 |
0 |
|
1250 |
43,40 |
52,76 |
-3,90 |
0 |
0 |
0 |
0 |
|
1600 |
43,66 |
53,02 |
-4,10 |
0 |
0 |
0 |
0 |
|
2000 |
41,46 |
50,82 |
-4,37 |
0 |
0 |
0 |
0 |
|
2500 |
37,96 |
47,32 |
-4,72 |
0 |
0 |
0 |
0 |
|
3150 |
34,33 |
43,69 |
-5,33 |
0 |
0 |
0 |
0 |
|
4000 |
30,57 |
39,93 |
-6,31 |
0 |
0 |
0 |
0 |
|
5000 |
26,78 |
36,14 |
-7,40 |
0 |
0 |
0 |
0 |
|
6300 |
22,52 |
31,89 |
-9,59 |
0 |
0 |
0 |
0 |
|
8000 |
16,17 |
25,53 |
-13,21 |
|
|
|
|
|
10000 |
7,82 |
17,19 |
-18,61 |
Nord2000 - Road Traffic - Straight Road - Case No. 15
|
Flat terrain, d=100 m, hr=1.5 m, partially incoherent, u=3, ö=180 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
39,04 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
48,40 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
37,96 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,59 |
55,96 |
6,05 |
zu |
10 |
m |
|
|
31,5 |
44,94 |
54,31 |
6,02 |
u |
3 |
m/s |
|
|
40 |
45,38 |
54,74 |
5,93 |
ö |
180 |
° |
|
|
50 |
46,43 |
55,80 |
5,77 |
su |
1 |
m/s |
|
|
63 |
48,84 |
58,20 |
5,51 |
dt/dz |
0 |
°/m |
|
|
80 |
52,39 |
61,75 |
5,08 |
sdt/dz |
0,05 |
°/m |
|
|
100 |
47,18 |
56,55 |
4,41 |
Cv2 |
1 |
m4/3/s2 |
|
|
125 |
41,76 |
51,12 |
3,37 |
Ct2 |
1 |
K/s2 |
|
|
160 |
41,44 |
50,81 |
1,80 |
|
|
|
|
|
200 |
38,61 |
47,98 |
-0,59 |
|
|
|
|
|
250 |
35,63 |
45,00 |
-4,18 |
Terrain profile |
|
|
|
|
315 |
29,71 |
39,08 |
-9,39 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
23,64 |
33,01 |
-15,25 |
m |
m |
kNsm-4 |
m |
|
500 |
22,81 |
32,18 |
-17,80 |
3,25 |
0 |
20000 |
0 |
|
630 |
24,59 |
33,95 |
-18,12 |
5 |
0 |
200 |
0 |
|
800 |
25,86 |
35,22 |
-19,25 |
100 |
0 |
0 |
0 |
|
1000 |
28,09 |
37,45 |
-19,31 |
0 |
0 |
0 |
0 |
|
1250 |
28,20 |
37,56 |
-19,10 |
0 |
0 |
0 |
0 |
|
1600 |
27,59 |
36,95 |
-18,99 |
0 |
0 |
0 |
0 |
|
2000 |
25,85 |
35,22 |
-19,05 |
0 |
0 |
0 |
0 |
|
2500 |
23,16 |
32,52 |
-18,85 |
0 |
0 |
0 |
0 |
|
3150 |
20,25 |
29,62 |
-18,91 |
0 |
0 |
0 |
0 |
|
4000 |
17,10 |
26,46 |
-19,28 |
0 |
0 |
0 |
0 |
|
5000 |
12,37 |
21,73 |
-21,12 |
0 |
0 |
0 |
0 |
|
6300 |
7,70 |
17,07 |
-23,80 |
0 |
0 |
0 |
0 |
|
8000 |
1,01 |
10,37 |
-27,83 |
|
|
|
|
|
10000 |
-7,83 |
1,53 |
-33,90 |
Nord2000 - Road Traffic - Straight Road -
Case No. 16
|
Flat terrain, d=1000 m, hr=1.5 m, partially incoherent, u=5,
ö=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
40,47 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
49,83 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
30,50 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
36,99 |
46,35 |
6,59 |
zu |
10 |
m |
|
|
31,5 |
35,22 |
44,58 |
6,43 |
u |
5 |
m/s |
|
|
40 |
35,57 |
44,94 |
6,26 |
ö |
0 |
° |
|
|
50 |
36,60 |
45,97 |
6,08 |
su |
1 |
m/s |
|
|
63 |
39,09 |
48,45 |
5,90 |
dt/dz |
0 |
°/m |
|
|
80 |
42,90 |
52,26 |
5,73 |
sdt/dz |
0,05 |
°/m |
|
|
100 |
38,22 |
47,58 |
5,58 |
Cv2 |
1 |
m4/3/s2 |
|
|
125 |
33,61 |
42,97 |
5,36 |
Ct2 |
1 |
K/s2 |
|
|
160 |
34,50 |
43,87 |
4,99 |
|
|
|
|
|
200 |
33,57 |
42,93 |
4,51 |
|
|
|
|
|
250 |
33,59 |
42,96 |
3,91 |
Terrain profile |
|
|
|
|
315 |
32,18 |
41,54 |
3,21 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
31,15 |
40,52 |
2,39 |
m |
m |
kNsm-4 |
m |
|
500 |
31,92 |
41,28 |
1,45 |
3,25 |
0 |
20000 |
0 |
|
630 |
32,86 |
42,23 |
0,29 |
5 |
0 |
200 |
0 |
|
800 |
33,79 |
43,15 |
-1,18 |
1000 |
0 |
0 |
0 |
|
1000 |
34,19 |
43,55 |
-3,07 |
0 |
0 |
0 |
0 |
|
1250 |
31,87 |
41,24 |
-5,29 |
0 |
0 |
0 |
0 |
|
1600 |
27,61 |
36,97 |
-7,81 |
0 |
0 |
0 |
0 |
|
2000 |
23,17 |
32,54 |
-10,54 |
0 |
0 |
0 |
0 |
|
2500 |
16,36 |
25,72 |
-14,33 |
0 |
0 |
0 |
0 |
|
3150 |
7,66 |
17,02 |
-20,10 |
0 |
0 |
0 |
0 |
|
4000 |
-1,34 |
8,03 |
-26,27 |
0 |
0 |
0 |
0 |
|
5000 |
-16,91 |
-7,54 |
-39,00 |
0 |
0 |
0 |
0 |
|
6300 |
-37,42 |
-28,05 |
-57,51 |
0 |
0 |
0 |
0 |
|
8000 |
-64,60 |
-55,24 |
-82,15 |
|
|
|
|
|
10000 |
-96,15 |
-86,79 |
-111,11 |
Nord2000 - Road Traffic - Straight Road -
Case No. 17
|
Flat terrain, d=100 m, hr=1.5 m, impedance D, vehicle category
2 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
48,15 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
57,52 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
47,91 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
54,63 |
63,99 |
6,06 |
zu |
10 |
m |
|
|
31,5 |
54,67 |
64,04 |
6,04 |
u |
0 |
m/s |
|
|
40 |
54,63 |
63,99 |
6,01 |
ö |
0 |
° |
|
|
50 |
55,21 |
64,57 |
5,93 |
su |
0 |
m/s |
|
|
63 |
56,41 |
65,77 |
5,78 |
dt/dz |
0 |
°/m |
|
|
80 |
60,29 |
69,65 |
5,50 |
sdt/dz |
0 |
°/m |
|
|
100 |
58,61 |
67,97 |
5,00 |
Cv2 |
0 |
m4/3/s2 |
|
|
125 |
53,57 |
62,94 |
4,17 |
Ct2 |
0 |
K/s2 |
|
|
160 |
51,36 |
60,72 |
2,82 |
|
|
|
|
|
200 |
48,66 |
58,02 |
0,68 |
|
|
|
|
|
250 |
47,54 |
56,90 |
-2,65 |
Terrain profile |
|
|
|
|
315 |
44,23 |
53,60 |
-7,63 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
38,80 |
48,17 |
-13,82 |
m |
m |
kNsm-4 |
m |
|
500 |
33,32 |
42,69 |
-17,73 |
3,75 |
0 |
20000 |
0 |
|
630 |
33,45 |
42,81 |
-19,00 |
5 |
0 |
200 |
0 |
|
800 |
32,68 |
42,04 |
-19,69 |
100 |
0 |
0 |
0 |
|
1000 |
32,69 |
42,05 |
-19,79 |
0 |
0 |
0 |
0 |
|
1250 |
32,51 |
41,87 |
-19,32 |
0 |
0 |
0 |
0 |
|
1600 |
31,08 |
40,44 |
-18,32 |
0 |
0 |
0 |
0 |
|
2000 |
30,39 |
39,76 |
-16,96 |
0 |
0 |
0 |
0 |
|
2500 |
29,44 |
38,81 |
-15,57 |
0 |
0 |
0 |
0 |
|
3150 |
28,47 |
37,84 |
-14,35 |
0 |
0 |
0 |
0 |
|
4000 |
27,55 |
36,91 |
-13,40 |
0 |
0 |
0 |
0 |
|
5000 |
26,09 |
35,45 |
-12,98 |
0 |
0 |
0 |
0 |
|
6300 |
24,28 |
33,65 |
-13,40 |
0 |
0 |
0 |
0 |
|
8000 |
20,71 |
30,08 |
-15,03 |
|
|
|
|
|
10000 |
15,94 |
25,31 |
-18,35 |
Nord2000 - Road Traffic - Straight Road -
Case No. 18
|
Flat terrain, d=100 m, hr=1.5 m, impedance D, vehicle category
3 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
50,92 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
60,29 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
50,86 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
56,11 |
65,47 |
6,06 |
zu |
10 |
m |
|
|
31,5 |
55,81 |
65,18 |
6,04 |
u |
0 |
m/s |
|
|
40 |
55,45 |
64,81 |
6,01 |
ö |
0 |
° |
|
|
50 |
60,30 |
69,66 |
5,93 |
su |
0 |
m/s |
|
|
63 |
64,58 |
73,94 |
5,78 |
dt/dz |
0 |
°/m |
|
|
80 |
63,65 |
73,01 |
5,50 |
sdt/dz |
0 |
°/m |
|
|
100 |
58,10 |
67,46 |
5,00 |
Cv2 |
0 |
m4/3/s2 |
|
|
125 |
55,71 |
65,08 |
4,17 |
Ct2 |
0 |
K/s2 |
|
|
160 |
52,52 |
61,88 |
2,82 |
|
|
|
|
|
200 |
51,70 |
61,06 |
0,68 |
|
|
|
|
|
250 |
49,42 |
58,78 |
-2,65 |
Terrain profile |
|
|
|
|
315 |
49,55 |
58,92 |
-7,63 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
40,77 |
50,14 |
-13,82 |
m |
m |
kNsm-4 |
m |
|
500 |
37,42 |
46,79 |
-17,73 |
3,75 |
0 |
20000 |
0 |
|
630 |
37,62 |
46,98 |
-19,00 |
5 |
0 |
200 |
0 |
|
800 |
36,96 |
46,32 |
-19,69 |
100 |
0 |
0 |
0 |
|
1000 |
35,99 |
45,35 |
-19,79 |
0 |
0 |
0 |
0 |
|
1250 |
34,99 |
44,35 |
-19,32 |
0 |
0 |
0 |
0 |
|
1600 |
33,39 |
42,75 |
-18,32 |
0 |
0 |
0 |
0 |
|
2000 |
32,91 |
42,28 |
-16,96 |
0 |
0 |
0 |
0 |
|
2500 |
31,24 |
40,61 |
-15,57 |
0 |
0 |
0 |
0 |
|
3150 |
30,18 |
39,55 |
-14,35 |
0 |
0 |
0 |
0 |
|
4000 |
29,54 |
38,90 |
-13,40 |
0 |
0 |
0 |
0 |
|
5000 |
27,93 |
37,29 |
-12,98 |
0 |
0 |
0 |
0 |
|
6300 |
26,00 |
35,37 |
-13,40 |
0 |
0 |
0 |
0 |
|
8000 |
21,97 |
31,34 |
-15,03 |
|
|
|
|
|
10000 |
16,38 |
25,75 |
-18,35 |
Nord2000 - Road Traffic - Straight Road -
Case No. 21
|
Flat mixed terrain, hr=1.5, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
48,15 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
57,51 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
45,26 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,58 |
55,95 |
6,04 |
zu |
10 |
m |
|
|
31,5 |
44,96 |
54,33 |
6,03 |
u |
0 |
m/s |
|
|
40 |
45,46 |
54,82 |
6,01 |
ö |
0 |
° |
|
|
50 |
46,61 |
55,98 |
5,95 |
su |
0,5 |
m/s |
|
|
63 |
49,17 |
58,54 |
5,85 |
dt/dz |
0 |
°/m |
|
|
80 |
52,96 |
62,32 |
5,65 |
sdt/dz |
0 |
°/m |
|
|
100 |
48,08 |
57,44 |
5,30 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
43,10 |
52,46 |
4,71 |
Ct2 |
0 |
K/s2 |
|
|
160 |
43,38 |
52,75 |
3,74 |
|
|
|
|
|
200 |
41,40 |
50,76 |
2,20 |
|
|
|
|
|
250 |
39,67 |
49,04 |
-0,14 |
Terrain profile |
|
|
|
|
315 |
35,57 |
44,94 |
-3,53 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
31,59 |
40,96 |
-7,31 |
m |
m |
kNsm-4 |
m |
|
500 |
31,67 |
41,04 |
-8,94 |
3,25 |
0 |
20000 |
0 |
|
630 |
33,74 |
43,10 |
-8,97 |
5 |
0 |
200 |
0 |
|
800 |
36,44 |
45,81 |
-8,67 |
20 |
0 |
20000 |
0 |
|
1000 |
39,25 |
48,61 |
-8,15 |
50 |
0 |
200 |
0 |
|
1250 |
39,71 |
49,08 |
-7,58 |
100 |
0 |
0 |
0 |
|
1600 |
39,99 |
49,35 |
-7,05 |
0 |
0 |
0 |
0 |
|
2000 |
38,75 |
48,11 |
-6,64 |
0 |
0 |
0 |
0 |
|
2500 |
36,14 |
45,50 |
-6,39 |
0 |
0 |
0 |
0 |
|
3150 |
33,34 |
42,71 |
-6,40 |
0 |
0 |
0 |
0 |
|
4000 |
30,27 |
39,64 |
-6,82 |
0 |
0 |
0 |
0 |
|
5000 |
26,35 |
35,71 |
-7,79 |
0 |
0 |
0 |
0 |
|
6300 |
22,42 |
31,78 |
-9,57 |
0 |
0 |
0 |
0 |
|
8000 |
16,51 |
25,88 |
-12,77 |
|
|
|
|
|
10000 |
8,72 |
18,08 |
-17,67 |
Nord2000 - Road Traffic - Straight Road -
Case No. 22
|
Flat mixed terrain, hr=1.5, u=3, ö=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
52,73 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
62,09 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
49,57 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,63 |
56,00 |
6,10 |
zu |
10 |
m |
|
|
31,5 |
45,01 |
54,37 |
6,08 |
u |
3 |
m/s |
|
|
40 |
45,50 |
54,87 |
6,05 |
ö |
0 |
° |
|
|
50 |
46,67 |
56,03 |
6,01 |
su |
0,5 |
m/s |
|
|
63 |
49,25 |
58,62 |
5,93 |
dt/dz |
0 |
°/m |
|
|
80 |
53,09 |
62,45 |
5,78 |
sdt/dz |
0 |
°/m |
|
|
100 |
48,30 |
57,67 |
5,52 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
43,48 |
52,85 |
5,10 |
Ct2 |
0 |
K/s2 |
|
|
160 |
44,00 |
53,37 |
4,36 |
|
|
|
|
|
200 |
42,29 |
51,66 |
3,10 |
|
|
|
|
|
250 |
40,82 |
50,19 |
1,01 |
Terrain profile |
|
|
|
|
315 |
36,86 |
46,23 |
-2,25 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
32,75 |
42,12 |
-6,14 |
m |
m |
kNsm-4 |
m |
|
500 |
32,60 |
41,97 |
-8,00 |
3,25 |
0 |
20000 |
0 |
|
630 |
35,26 |
44,63 |
-7,44 |
5 |
0 |
200 |
0 |
|
800 |
40,08 |
49,45 |
-5,02 |
20 |
0 |
20000 |
0 |
|
1000 |
44,06 |
53,42 |
-3,34 |
50 |
0 |
200 |
0 |
|
1250 |
45,10 |
54,46 |
-2,20 |
100 |
0 |
0 |
0 |
|
1600 |
45,43 |
54,79 |
-1,54 |
0 |
0 |
0 |
0 |
|
2000 |
44,00 |
53,37 |
-1,12 |
0 |
0 |
0 |
0 |
|
2500 |
40,93 |
50,29 |
-1,21 |
0 |
0 |
0 |
0 |
|
3150 |
37,20 |
46,56 |
-2,16 |
0 |
0 |
0 |
0 |
|
4000 |
33,00 |
42,37 |
-3,82 |
0 |
0 |
0 |
0 |
|
5000 |
29,29 |
38,65 |
-4,68 |
0 |
0 |
0 |
0 |
|
6300 |
25,65 |
35,01 |
-6,33 |
0 |
0 |
0 |
0 |
|
8000 |
19,70 |
29,06 |
-9,57 |
|
|
|
|
|
10000 |
11,25 |
20,62 |
-15,17 |
Nord2000 - Road Traffic - Straight Road -
Case No. 23
|
Flat mixed terrain, hr=1.5, u=3, ö=180 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
40,35 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
49,71 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
39,72 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,58 |
55,94 |
6,04 |
zu |
10 |
m |
|
|
31,5 |
44,93 |
54,30 |
6,01 |
u |
3 |
m/s |
|
|
40 |
45,38 |
54,74 |
5,93 |
ö |
180 |
° |
|
|
50 |
46,45 |
55,82 |
5,80 |
su |
0,5 |
m/s |
|
|
63 |
48,90 |
58,27 |
5,58 |
dt/dz |
0 |
°/m |
|
|
80 |
52,53 |
61,90 |
5,23 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,46 |
56,83 |
4,69 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
42,26 |
51,63 |
3,88 |
Ct2 |
0 |
K/s2 |
|
|
160 |
42,31 |
51,68 |
2,66 |
|
|
|
|
|
200 |
40,05 |
49,42 |
0,86 |
|
|
|
|
|
250 |
37,99 |
47,35 |
-1,83 |
Terrain profile |
|
|
|
|
315 |
33,43 |
42,79 |
-5,68 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
28,70 |
38,07 |
-10,19 |
m |
m |
kNsm-4 |
m |
|
500 |
27,82 |
37,18 |
-12,79 |
3,25 |
0 |
20000 |
0 |
|
630 |
28,95 |
38,32 |
-13,76 |
5 |
0 |
200 |
0 |
|
800 |
28,84 |
38,20 |
-16,27 |
20 |
0 |
20000 |
0 |
|
1000 |
30,36 |
39,72 |
-17,04 |
50 |
0 |
200 |
0 |
|
1250 |
29,70 |
39,07 |
-17,60 |
100 |
0 |
0 |
0 |
|
1600 |
28,01 |
37,38 |
-18,26 |
0 |
0 |
0 |
0 |
|
2000 |
25,52 |
34,88 |
-19,11 |
0 |
0 |
0 |
0 |
|
2500 |
22,14 |
31,51 |
-19,66 |
0 |
0 |
0 |
0 |
|
3150 |
18,73 |
28,10 |
-20,32 |
0 |
0 |
0 |
0 |
|
4000 |
15,31 |
24,68 |
-21,16 |
0 |
0 |
0 |
0 |
|
5000 |
11,22 |
20,59 |
-22,41 |
0 |
0 |
0 |
0 |
|
6300 |
7,11 |
16,48 |
-24,43 |
0 |
0 |
0 |
0 |
|
8000 |
0,84 |
10,21 |
-28,07 |
|
|
|
|
|
10000 |
-7,32 |
2,04 |
-33,44 |
Nord2000 - Road Traffic - Straight Road -
Case No. 24
|
Flat mixed terrain, hr=4, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
51,97 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
61,34 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
50,49 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
4 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,52 |
55,88 |
5,98 |
zu |
10 |
m |
|
|
31,5 |
44,87 |
54,24 |
5,95 |
u |
0 |
m/s |
|
|
40 |
45,33 |
54,70 |
5,89 |
ö |
0 |
° |
|
|
50 |
46,43 |
55,80 |
5,78 |
su |
0,5 |
m/s |
|
|
63 |
48,93 |
58,29 |
5,61 |
dt/dz |
0 |
°/m |
|
|
80 |
52,62 |
61,99 |
5,32 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,64 |
57,00 |
4,86 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
42,54 |
51,90 |
4,16 |
Ct2 |
0 |
K/s2 |
|
|
160 |
42,76 |
52,12 |
3,11 |
|
|
|
|
|
200 |
40,89 |
50,26 |
1,70 |
|
|
|
|
|
250 |
39,83 |
49,20 |
0,02 |
Terrain profile |
|
|
|
|
315 |
37,58 |
46,95 |
-1,52 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
36,39 |
45,75 |
-2,51 |
m |
m |
kNsm-4 |
m |
|
500 |
37,57 |
46,94 |
-3,03 |
3,25 |
0 |
20000 |
0 |
|
630 |
39,36 |
48,73 |
-3,34 |
5 |
0 |
200 |
0 |
|
800 |
41,67 |
51,04 |
-3,43 |
20 |
0 |
20000 |
0 |
|
1000 |
44,27 |
53,64 |
-3,12 |
50 |
0 |
200 |
0 |
|
1250 |
44,56 |
53,93 |
-2,73 |
100 |
0 |
0 |
0 |
|
1600 |
43,75 |
53,12 |
-2,69 |
0 |
0 |
0 |
0 |
|
2000 |
42,07 |
51,44 |
-2,90 |
0 |
0 |
0 |
0 |
|
2500 |
38,91 |
48,27 |
-3,32 |
0 |
0 |
0 |
0 |
|
3150 |
35,50 |
44,87 |
-3,99 |
0 |
0 |
0 |
0 |
|
4000 |
31,90 |
41,27 |
-4,97 |
0 |
0 |
0 |
0 |
|
5000 |
27,45 |
36,82 |
-6,52 |
0 |
0 |
0 |
0 |
|
6300 |
22,88 |
32,24 |
-9,07 |
0 |
0 |
0 |
0 |
|
8000 |
16,61 |
25,98 |
-12,63 |
|
|
|
|
|
10000 |
8,35 |
17,71 |
-18,02 |
Nord2000 - Road Traffic - Straight Road -
Case No. 31
|
Elevated road, roughness class N, hr=1.5, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
52,09 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
61,45 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
49,02 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,53 |
55,90 |
6,00 |
zu |
10 |
m |
|
|
31,5 |
44,88 |
54,25 |
5,96 |
u |
0 |
m/s |
|
|
40 |
45,33 |
54,69 |
5,88 |
ö |
0 |
° |
|
|
50 |
46,40 |
55,76 |
5,74 |
su |
0,5 |
m/s |
|
|
63 |
48,83 |
58,19 |
5,50 |
dt/dz |
0 |
°/m |
|
|
80 |
52,40 |
61,76 |
5,09 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,19 |
56,55 |
4,41 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
41,69 |
51,05 |
3,30 |
Ct2 |
0 |
K/s2 |
|
|
160 |
41,21 |
50,57 |
1,56 |
|
|
|
|
|
200 |
38,12 |
47,49 |
-1,08 |
|
|
|
|
|
250 |
35,05 |
44,41 |
-4,77 |
Terrain profile |
|
|
|
|
315 |
30,68 |
40,04 |
-8,43 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
29,93 |
39,29 |
-8,97 |
m |
m |
kNsm-4 |
m |
|
500 |
33,10 |
42,46 |
-7,51 |
3,25 |
1,5 |
20000 |
0 |
|
630 |
36,92 |
46,29 |
-5,78 |
5 |
1,5 |
200 |
0 |
|
800 |
41,04 |
50,41 |
-4,06 |
6 |
1,5 |
200 |
0 |
|
1000 |
44,59 |
53,95 |
-2,81 |
7 |
0 |
200 |
0 |
|
1250 |
45,17 |
54,53 |
-2,13 |
100 |
0 |
0 |
0 |
|
1600 |
44,88 |
54,24 |
-2,15 |
0 |
0 |
0 |
0 |
|
2000 |
42,36 |
51,73 |
-2,91 |
0 |
0 |
0 |
0 |
|
2500 |
38,22 |
47,59 |
-4,13 |
0 |
0 |
0 |
0 |
|
3150 |
34,39 |
43,75 |
-5,10 |
0 |
0 |
0 |
0 |
|
4000 |
30,53 |
39,90 |
-6,27 |
0 |
0 |
0 |
0 |
|
5000 |
25,99 |
35,35 |
-7,89 |
0 |
0 |
0 |
0 |
|
6300 |
21,63 |
30,99 |
-10,21 |
0 |
0 |
0 |
0 |
|
8000 |
15,46 |
24,83 |
-13,72 |
|
|
|
|
|
10000 |
7,50 |
16,87 |
-18,85 |
Nord2000 - Road Traffic - Straight Road -
Case No. 32
|
Elevated road, roughness class N, hr=1.5, u=3, ö=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
55,15 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
64,52 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
52,89 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,54 |
55,91 |
6,01 |
zu |
10 |
m |
|
|
31,5 |
44,89 |
54,26 |
5,96 |
u |
3 |
m/s |
|
|
40 |
45,33 |
54,70 |
5,88 |
ö |
0 |
° |
|
|
50 |
46,40 |
55,77 |
5,75 |
su |
0,5 |
m/s |
|
|
63 |
48,83 |
58,20 |
5,50 |
dt/dz |
0 |
°/m |
|
|
80 |
52,40 |
61,77 |
5,09 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,19 |
56,55 |
4,41 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
41,69 |
51,06 |
3,31 |
Ct2 |
0 |
K/s2 |
|
|
160 |
41,22 |
50,59 |
1,58 |
|
|
|
|
|
200 |
38,17 |
47,53 |
-1,03 |
|
|
|
|
|
250 |
35,16 |
44,53 |
-4,66 |
Terrain profile |
|
|
|
|
315 |
30,95 |
40,31 |
-8,16 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
30,22 |
39,59 |
-8,68 |
m |
m |
kNsm-4 |
m |
|
500 |
33,73 |
43,10 |
-6,87 |
3,25 |
1,5 |
20000 |
0 |
|
630 |
38,63 |
47,99 |
-4,08 |
5 |
1,5 |
200 |
0 |
|
800 |
44,10 |
53,47 |
-1,00 |
6 |
1,5 |
200 |
0 |
|
1000 |
48,78 |
58,14 |
1,38 |
7 |
0 |
200 |
0 |
|
1250 |
48,86 |
58,22 |
1,56 |
100 |
0 |
0 |
0 |
|
1600 |
47,47 |
56,84 |
0,85 |
0 |
0 |
0 |
0 |
|
2000 |
43,77 |
53,14 |
-1,89 |
0 |
0 |
0 |
0 |
|
2500 |
41,67 |
51,03 |
-0,66 |
0 |
0 |
0 |
0 |
|
3150 |
36,86 |
46,22 |
-3,04 |
0 |
0 |
0 |
0 |
|
4000 |
33,91 |
43,28 |
-3,02 |
0 |
0 |
0 |
0 |
|
5000 |
28,03 |
37,39 |
-6,27 |
0 |
0 |
0 |
0 |
|
6300 |
24,11 |
33,48 |
-7,92 |
0 |
0 |
0 |
0 |
|
8000 |
16,76 |
26,12 |
-12,63 |
|
|
|
|
|
10000 |
9,13 |
18,49 |
-17,28 |
Nord2000 - Road Traffic - Straight Road -
Case No. 33
|
Elevated road, roughness class N, hr=1.5, u=3, ö=180 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
48,35 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
57,72 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
45,70 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,53 |
55,90 |
6,00 |
zu |
10 |
m |
|
|
31,5 |
44,88 |
54,25 |
5,95 |
u |
3 |
m/s |
|
|
40 |
45,32 |
54,69 |
5,88 |
ö |
180 |
° |
|
|
50 |
46,39 |
55,76 |
5,73 |
su |
0,5 |
m/s |
|
|
63 |
48,81 |
58,18 |
5,48 |
dt/dz |
0 |
°/m |
|
|
80 |
52,37 |
61,73 |
5,06 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,15 |
56,51 |
4,37 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
41,65 |
51,02 |
3,27 |
Ct2 |
0 |
K/s2 |
|
|
160 |
41,20 |
50,56 |
1,55 |
|
|
|
|
|
200 |
38,14 |
47,51 |
-1,05 |
|
|
|
|
|
250 |
35,06 |
44,43 |
-4,75 |
Terrain profile |
|
|
|
|
315 |
30,46 |
39,82 |
-8,65 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
29,35 |
38,72 |
-9,55 |
m |
m |
kNsm-4 |
m |
|
500 |
32,18 |
41,55 |
-8,42 |
3,25 |
1,5 |
20000 |
0 |
|
630 |
35,25 |
44,61 |
-7,46 |
5 |
1,5 |
200 |
0 |
|
800 |
38,56 |
47,93 |
-6,54 |
6 |
1,5 |
200 |
0 |
|
1000 |
41,32 |
50,68 |
-6,08 |
7 |
0 |
200 |
0 |
|
1250 |
41,20 |
50,57 |
-6,10 |
100 |
0 |
0 |
0 |
|
1600 |
40,29 |
49,65 |
-6,48 |
0 |
0 |
0 |
0 |
|
2000 |
37,74 |
47,10 |
-7,37 |
0 |
0 |
0 |
0 |
|
2500 |
33,77 |
43,14 |
-8,34 |
0 |
0 |
0 |
0 |
|
3150 |
29,82 |
39,18 |
-9,52 |
0 |
0 |
0 |
0 |
|
4000 |
25,87 |
35,23 |
-10,84 |
0 |
0 |
0 |
0 |
|
5000 |
21,51 |
30,87 |
-12,30 |
0 |
0 |
0 |
0 |
|
6300 |
17,39 |
26,75 |
-14,44 |
0 |
0 |
0 |
0 |
|
8000 |
11,50 |
20,86 |
-17,73 |
|
|
|
|
|
10000 |
3,73 |
13,10 |
-22,69 |
Nord2000 - Road Traffic - Straight Road -
Case No. 34
|
Elevated road, roughness class N, hr=4, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
54,99 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
64,36 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
53,13 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
4 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,44 |
55,81 |
5,91 |
zu |
10 |
m |
|
|
31,5 |
44,75 |
54,12 |
5,83 |
u |
0 |
m/s |
|
|
40 |
45,14 |
54,51 |
5,70 |
ö |
0 |
° |
|
|
50 |
46,14 |
55,50 |
5,48 |
su |
0,5 |
m/s |
|
|
63 |
48,46 |
57,83 |
5,14 |
dt/dz |
0 |
°/m |
|
|
80 |
51,89 |
61,26 |
4,58 |
sdt/dz |
0 |
°/m |
|
|
100 |
46,50 |
55,86 |
3,72 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
40,80 |
50,17 |
2,41 |
Ct2 |
0 |
K/s2 |
|
|
160 |
40,17 |
49,53 |
0,52 |
|
|
|
|
|
200 |
37,21 |
46,57 |
-1,99 |
|
|
|
|
|
250 |
35,17 |
44,54 |
-4,64 |
Terrain profile |
|
|
|
|
315 |
33,07 |
42,43 |
-6,04 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
33,46 |
42,83 |
-5,43 |
m |
m |
kNsm-4 |
m |
|
500 |
36,80 |
46,16 |
-3,81 |
3,25 |
1,5 |
20000 |
0 |
|
630 |
40,76 |
50,12 |
-1,95 |
5 |
1,5 |
200 |
0 |
|
800 |
44,79 |
54,15 |
-0,32 |
6 |
1,5 |
200 |
0 |
|
1000 |
48,15 |
57,51 |
0,75 |
7 |
0 |
200 |
0 |
|
1250 |
48,32 |
57,68 |
1,02 |
100 |
0 |
0 |
0 |
|
1600 |
46,94 |
56,31 |
0,33 |
0 |
0 |
0 |
0 |
|
2000 |
44,70 |
54,07 |
-0,32 |
0 |
0 |
0 |
0 |
|
2500 |
41,41 |
50,77 |
-0,74 |
0 |
0 |
0 |
0 |
|
3150 |
37,95 |
47,32 |
-1,38 |
0 |
0 |
0 |
0 |
|
4000 |
34,26 |
43,62 |
-2,48 |
0 |
0 |
0 |
0 |
|
5000 |
29,76 |
39,12 |
-4,13 |
0 |
0 |
0 |
0 |
|
6300 |
25,15 |
34,51 |
-6,75 |
0 |
0 |
0 |
0 |
|
8000 |
18,85 |
28,21 |
-10,39 |
|
|
|
|
|
10000 |
10,37 |
19,73 |
-16,04 |
Nord2000 - Road Traffic - Straight Road -
Case No. 41
|
Elevated road, roughness class M, hr=1.5, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
52,29 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
61,66 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
49,44 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,53 |
55,90 |
6,00 |
zu |
10 |
m |
|
|
31,5 |
44,88 |
54,25 |
5,96 |
u |
0 |
m/s |
|
|
40 |
45,33 |
54,69 |
5,88 |
ö |
0 |
° |
|
|
50 |
46,40 |
55,76 |
5,74 |
su |
0,5 |
m/s |
|
|
63 |
48,83 |
58,19 |
5,50 |
dt/dz |
0 |
°/m |
|
|
80 |
52,40 |
61,76 |
5,09 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,18 |
56,55 |
4,41 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
41,69 |
51,05 |
3,30 |
Ct2 |
0 |
K/s2 |
|
|
160 |
41,20 |
50,57 |
1,56 |
|
|
|
|
|
200 |
38,13 |
47,49 |
-1,07 |
|
|
|
|
|
250 |
35,12 |
44,49 |
-4,70 |
Terrain profile |
|
|
|
|
315 |
31,03 |
40,39 |
-8,08 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
30,53 |
39,90 |
-8,37 |
m |
m |
kNsm-4 |
m |
|
500 |
33,70 |
43,07 |
-6,90 |
3,25 |
1,5 |
20000 |
0 |
|
630 |
37,49 |
46,86 |
-5,21 |
5 |
1,5 |
200 |
0 |
|
800 |
41,55 |
50,92 |
-3,55 |
6 |
1,5 |
200 |
0 |
|
1000 |
44,99 |
54,36 |
-2,41 |
7 |
0 |
200 |
0,5 |
|
1250 |
45,43 |
54,80 |
-1,86 |
100 |
0 |
0 |
0 |
|
1600 |
44,97 |
54,33 |
-2,04 |
0 |
0 |
0 |
0 |
|
2000 |
42,34 |
51,70 |
-2,97 |
0 |
0 |
0 |
0 |
|
2500 |
38,21 |
47,58 |
-4,14 |
0 |
0 |
0 |
0 |
|
3150 |
34,39 |
43,75 |
-5,10 |
0 |
0 |
0 |
0 |
|
4000 |
30,53 |
39,90 |
-6,27 |
0 |
0 |
0 |
0 |
|
5000 |
25,99 |
35,35 |
-7,89 |
0 |
0 |
0 |
0 |
|
6300 |
21,63 |
30,99 |
-10,21 |
0 |
0 |
0 |
0 |
|
8000 |
15,46 |
24,83 |
-13,72 |
|
|
|
|
|
10000 |
7,50 |
16,87 |
-18,85 |
Nord2000 - Road Traffic - Straight Road -
Case No. 42
|
Elevated road, roughness class M, hr=1.5, u=3, ö=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
54,91 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
64,28 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
52,45 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,54 |
55,91 |
6,01 |
zu |
10 |
m |
|
|
31,5 |
44,89 |
54,26 |
5,96 |
u |
3 |
m/s |
|
|
40 |
45,33 |
54,70 |
5,88 |
ö |
0 |
° |
|
|
50 |
46,40 |
55,77 |
5,75 |
su |
0,5 |
m/s |
|
|
63 |
48,83 |
58,20 |
5,50 |
dt/dz |
0 |
°/m |
|
|
80 |
52,40 |
61,77 |
5,09 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,19 |
56,55 |
4,41 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
41,69 |
51,06 |
3,31 |
Ct2 |
0 |
K/s2 |
|
|
160 |
41,22 |
50,59 |
1,57 |
|
|
|
|
|
200 |
38,17 |
47,54 |
-1,02 |
|
|
|
|
|
250 |
35,23 |
44,60 |
-4,59 |
Terrain profile |
|
|
|
|
315 |
31,28 |
40,65 |
-7,83 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
30,79 |
40,16 |
-8,11 |
m |
m |
kNsm-4 |
m |
|
500 |
34,44 |
43,80 |
-6,17 |
3,25 |
1,5 |
20000 |
0 |
|
630 |
39,29 |
48,66 |
-3,41 |
5 |
1,5 |
200 |
0 |
|
800 |
44,44 |
53,80 |
-0,67 |
6 |
1,5 |
200 |
0 |
|
1000 |
48,54 |
57,91 |
1,15 |
7 |
0 |
200 |
0,5 |
|
1250 |
48,18 |
57,55 |
0,88 |
100 |
0 |
0 |
0 |
|
1600 |
47,18 |
56,54 |
0,46 |
0 |
0 |
0 |
0 |
|
2000 |
43,88 |
53,24 |
-1,72 |
0 |
0 |
0 |
0 |
|
2500 |
41,68 |
51,05 |
-0,62 |
0 |
0 |
0 |
0 |
|
3150 |
36,86 |
46,22 |
-3,04 |
0 |
0 |
0 |
0 |
|
4000 |
33,91 |
43,28 |
-3,02 |
0 |
0 |
0 |
0 |
|
5000 |
28,03 |
37,39 |
-6,27 |
0 |
0 |
0 |
0 |
|
6300 |
24,11 |
33,48 |
-7,92 |
0 |
0 |
0 |
0 |
|
8000 |
16,76 |
26,12 |
-12,63 |
|
|
|
|
|
10000 |
9,13 |
18,49 |
-17,28 |
Nord2000 - Road Traffic - Straight Road -
Case No. 43
|
Elevated road, roughness class M, hr=1.5, u=3, ö=180 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
48,44 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
57,81 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
45,87 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,53 |
55,90 |
6,00 |
zu |
10 |
m |
|
|
31,5 |
44,88 |
54,25 |
5,95 |
u |
3 |
m/s |
|
|
40 |
45,32 |
54,69 |
5,88 |
ö |
180 |
° |
|
|
50 |
46,39 |
55,76 |
5,73 |
su |
0,5 |
m/s |
|
|
63 |
48,81 |
58,18 |
5,48 |
dt/dz |
0 |
°/m |
|
|
80 |
52,37 |
61,73 |
5,06 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,15 |
56,51 |
4,37 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
41,65 |
51,02 |
3,27 |
Ct2 |
0 |
K/s2 |
|
|
160 |
41,19 |
50,56 |
1,55 |
|
|
|
|
|
200 |
38,15 |
47,51 |
-1,05 |
|
|
|
|
|
250 |
35,14 |
44,50 |
-4,68 |
Terrain profile |
|
|
|
|
315 |
30,84 |
40,20 |
-8,27 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
30,05 |
39,42 |
-8,85 |
m |
m |
kNsm-4 |
m |
|
500 |
32,84 |
42,20 |
-7,77 |
3,25 |
1,5 |
20000 |
0 |
|
630 |
35,70 |
45,06 |
-7,01 |
5 |
1,5 |
200 |
0 |
|
800 |
38,83 |
48,20 |
-6,27 |
6 |
1,5 |
200 |
0 |
|
1000 |
41,44 |
50,80 |
-5,96 |
7 |
0 |
200 |
0,5 |
|
1250 |
41,24 |
50,60 |
-6,06 |
100 |
0 |
0 |
0 |
|
1600 |
40,30 |
49,67 |
-6,45 |
0 |
0 |
0 |
0 |
|
2000 |
37,74 |
47,11 |
-7,35 |
0 |
0 |
0 |
0 |
|
2500 |
33,77 |
43,14 |
-8,34 |
0 |
0 |
0 |
0 |
|
3150 |
29,82 |
39,18 |
-9,52 |
0 |
0 |
0 |
0 |
|
4000 |
25,87 |
35,23 |
-10,84 |
0 |
0 |
0 |
0 |
|
5000 |
21,51 |
30,87 |
-12,30 |
0 |
0 |
0 |
0 |
|
6300 |
17,39 |
26,75 |
-14,44 |
0 |
0 |
0 |
0 |
|
8000 |
11,50 |
20,86 |
-17,73 |
|
|
|
|
|
10000 |
3,73 |
13,10 |
-22,69 |
Nord2000 - Road Traffic - Straight Road -
Case No. 44
|
Elevated road, roughness class M, hr=4, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
54,91 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
64,28 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
52,87 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
4 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,44 |
55,81 |
5,91 |
zu |
10 |
m |
|
|
31,5 |
44,75 |
54,12 |
5,83 |
u |
0 |
m/s |
|
|
40 |
45,14 |
54,51 |
5,70 |
ö |
0 |
° |
|
|
50 |
46,14 |
55,50 |
5,48 |
su |
0,5 |
m/s |
|
|
63 |
48,46 |
57,83 |
5,14 |
dt/dz |
0 |
°/m |
|
|
80 |
51,89 |
61,25 |
4,58 |
sdt/dz |
0 |
°/m |
|
|
100 |
46,49 |
55,86 |
3,72 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
40,80 |
50,16 |
2,41 |
Ct2 |
0 |
K/s2 |
|
|
160 |
40,18 |
49,55 |
0,53 |
|
|
|
|
|
200 |
37,29 |
46,66 |
-1,90 |
|
|
|
|
|
250 |
35,47 |
44,83 |
-4,35 |
Terrain profile |
|
|
|
|
315 |
33,73 |
43,09 |
-5,38 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
34,32 |
43,68 |
-4,58 |
m |
m |
kNsm-4 |
m |
|
500 |
37,60 |
46,97 |
-3,00 |
3,25 |
1,5 |
20000 |
0 |
|
630 |
41,35 |
50,71 |
-1,36 |
5 |
1,5 |
200 |
0 |
|
800 |
45,07 |
54,43 |
-0,04 |
6 |
1,5 |
200 |
0 |
|
1000 |
48,07 |
57,43 |
0,67 |
7 |
0 |
200 |
0,5 |
|
1250 |
47,97 |
57,33 |
0,67 |
100 |
0 |
0 |
0 |
|
1600 |
46,81 |
56,17 |
0,12 |
0 |
0 |
0 |
0 |
|
2000 |
44,70 |
54,07 |
-0,32 |
0 |
0 |
0 |
0 |
|
2500 |
41,41 |
50,77 |
-0,74 |
0 |
0 |
0 |
0 |
|
3150 |
37,95 |
47,32 |
-1,38 |
0 |
0 |
0 |
0 |
|
4000 |
34,26 |
43,62 |
-2,48 |
0 |
0 |
0 |
0 |
|
5000 |
29,76 |
39,12 |
-4,13 |
0 |
0 |
0 |
0 |
|
6300 |
25,15 |
34,51 |
-6,75 |
0 |
0 |
0 |
0 |
|
8000 |
18,85 |
28,21 |
-10,39 |
|
|
|
|
|
10000 |
10,37 |
19,73 |
-16,04 |
Nord2000 - Road Traffic - Straight Road -
Case No. 51
|
Valley, hr=1.5, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
57,22 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
66,58 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
55,57 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,45 |
55,82 |
5,92 |
zu |
10 |
m |
|
|
31,5 |
44,77 |
54,13 |
5,84 |
u |
0 |
m/s |
|
|
40 |
45,20 |
54,56 |
5,75 |
ö |
0 |
° |
|
|
50 |
46,31 |
55,67 |
5,65 |
su |
0,5 |
m/s |
|
|
63 |
48,89 |
58,25 |
5,56 |
dt/dz |
0 |
°/m |
|
|
80 |
52,57 |
61,93 |
5,26 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,72 |
57,09 |
4,94 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
41,83 |
51,19 |
3,44 |
Ct2 |
0 |
K/s2 |
|
|
160 |
41,22 |
50,59 |
1,58 |
|
|
|
|
|
200 |
37,00 |
46,37 |
-2,19 |
|
|
|
|
|
250 |
35,27 |
44,64 |
-4,54 |
Terrain profile |
|
|
|
|
315 |
33,32 |
42,69 |
-5,79 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
34,86 |
44,23 |
-4,04 |
m |
m |
kNsm-4 |
m |
|
500 |
38,67 |
48,03 |
-1,94 |
3,25 |
0 |
20000 |
0 |
|
630 |
45,01 |
54,38 |
2,30 |
5 |
0 |
200 |
0 |
|
800 |
48,82 |
58,19 |
3,72 |
6 |
0 |
200 |
0 |
|
1000 |
51,95 |
61,32 |
4,56 |
25 |
-2 |
200 |
0 |
|
1250 |
49,34 |
58,70 |
2,04 |
50 |
-3 |
200 |
0 |
|
1600 |
48,74 |
58,11 |
1,97 |
75 |
-2 |
200 |
0 |
|
2000 |
45,44 |
54,80 |
0,46 |
100 |
0 |
0 |
0 |
|
2500 |
42,70 |
52,07 |
0,41 |
0 |
0 |
0 |
0 |
|
3150 |
38,11 |
47,48 |
-1,26 |
0 |
0 |
0 |
0 |
|
4000 |
34,54 |
43,90 |
-2,35 |
0 |
0 |
0 |
0 |
|
5000 |
29,79 |
39,15 |
-4,06 |
0 |
0 |
0 |
0 |
|
6300 |
24,78 |
34,15 |
-7,15 |
0 |
0 |
0 |
0 |
|
8000 |
19,40 |
28,77 |
-9,80 |
|
|
|
|
|
10000 |
10,27 |
19,64 |
-16,12 |
Nord2000 - Road Traffic - Straight Road -
Case No. 52
|
Valley, hr=1.5, u=3, ö=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
60,63 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
69,99 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
57,22 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,61 |
55,98 |
6,08 |
zu |
10 |
m |
|
|
31,5 |
45,29 |
54,66 |
6,36 |
u |
3 |
m/s |
|
|
40 |
46,37 |
55,73 |
6,92 |
ö |
0 |
° |
|
|
50 |
48,05 |
57,41 |
7,39 |
su |
0,5 |
m/s |
|
|
63 |
51,61 |
60,97 |
8,28 |
dt/dz |
0 |
°/m |
|
|
80 |
54,99 |
64,35 |
7,68 |
sdt/dz |
0 |
°/m |
|
|
100 |
50,12 |
59,49 |
7,35 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
43,36 |
52,72 |
4,97 |
Ct2 |
0 |
K/s2 |
|
|
160 |
42,63 |
51,99 |
2,98 |
|
|
|
|
|
200 |
37,93 |
47,29 |
-1,27 |
|
|
|
|
|
250 |
36,59 |
45,96 |
-3,22 |
Terrain profile |
|
|
|
|
315 |
35,34 |
44,70 |
-3,77 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
37,78 |
47,15 |
-1,11 |
m |
m |
kNsm-4 |
m |
|
500 |
42,01 |
51,38 |
1,40 |
3,25 |
0 |
20000 |
0 |
|
630 |
48,04 |
57,41 |
5,33 |
5 |
0 |
200 |
0 |
|
800 |
51,76 |
61,13 |
6,65 |
6 |
0 |
200 |
0 |
|
1000 |
53,74 |
63,11 |
6,35 |
25 |
-2 |
200 |
0 |
|
1250 |
53,20 |
62,56 |
5,90 |
50 |
-3 |
200 |
0 |
|
1600 |
52,89 |
62,26 |
5,93 |
75 |
-2 |
200 |
0 |
|
2000 |
50,68 |
60,04 |
5,78 |
100 |
0 |
0 |
0 |
|
2500 |
46,66 |
56,02 |
4,34 |
0 |
0 |
0 |
0 |
|
3150 |
42,57 |
51,94 |
3,27 |
0 |
0 |
0 |
0 |
|
4000 |
37,79 |
47,16 |
0,91 |
0 |
0 |
0 |
0 |
|
5000 |
33,08 |
42,44 |
-0,78 |
0 |
0 |
0 |
0 |
|
6300 |
27,56 |
36,93 |
-4,33 |
0 |
0 |
0 |
0 |
|
8000 |
21,49 |
30,86 |
-7,76 |
|
|
|
|
|
10000 |
11,98 |
21,35 |
-14,41 |
Nord2000 - Road Traffic - Straight Road -
Case No. 53
|
Valley, hr=1.5, u=3, ö=180 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
55,78 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
65,15 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
54,93 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,45 |
55,82 |
5,92 |
zu |
10 |
m |
|
|
31,5 |
44,77 |
54,13 |
5,84 |
u |
3 |
m/s |
|
|
40 |
45,16 |
54,52 |
5,71 |
ö |
180 |
° |
|
|
50 |
46,16 |
55,52 |
5,50 |
su |
0,5 |
m/s |
|
|
63 |
48,51 |
57,87 |
5,18 |
dt/dz |
0 |
°/m |
|
|
80 |
52,01 |
61,37 |
4,70 |
sdt/dz |
0 |
°/m |
|
|
100 |
46,80 |
56,17 |
4,03 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
41,15 |
50,52 |
2,76 |
Ct2 |
0 |
K/s2 |
|
|
160 |
40,69 |
50,05 |
1,04 |
|
|
|
|
|
200 |
37,11 |
46,47 |
-2,09 |
|
|
|
|
|
250 |
35,43 |
44,80 |
-4,38 |
Terrain profile |
|
|
|
|
315 |
33,54 |
42,90 |
-5,57 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
34,62 |
43,99 |
-4,28 |
m |
m |
kNsm-4 |
m |
|
500 |
37,02 |
46,39 |
-3,58 |
3,25 |
0 |
20000 |
0 |
|
630 |
42,37 |
51,74 |
-0,34 |
5 |
0 |
200 |
0 |
|
800 |
45,57 |
54,94 |
0,47 |
6 |
0 |
200 |
0 |
|
1000 |
50,69 |
60,06 |
3,29 |
25 |
-2 |
200 |
0 |
|
1250 |
47,99 |
57,36 |
0,70 |
50 |
-3 |
200 |
0 |
|
1600 |
48,17 |
57,53 |
1,67 |
75 |
-2 |
200 |
0 |
|
2000 |
43,08 |
52,44 |
-1,65 |
100 |
0 |
0 |
0 |
|
2500 |
42,15 |
51,52 |
-0,02 |
0 |
0 |
0 |
0 |
|
3150 |
35,68 |
45,05 |
-3,60 |
0 |
0 |
0 |
0 |
|
4000 |
34,08 |
43,44 |
-2,76 |
0 |
0 |
0 |
0 |
|
5000 |
27,04 |
36,40 |
-6,85 |
0 |
0 |
0 |
0 |
|
6300 |
24,22 |
33,58 |
-7,72 |
0 |
0 |
0 |
0 |
|
8000 |
16,10 |
25,46 |
-13,12 |
|
|
|
|
|
10000 |
9,23 |
18,59 |
-17,16 |
Nord2000 - Road Traffic - Straight Road -
Case No. 54
|
Valley, hr=4, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
56,13 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
65,49 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
54,08 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
4 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,37 |
55,74 |
5,84 |
zu |
10 |
m |
|
|
31,5 |
44,66 |
54,02 |
5,73 |
u |
0 |
m/s |
|
|
40 |
45,07 |
54,43 |
5,62 |
ö |
0 |
° |
|
|
50 |
46,14 |
55,50 |
5,48 |
su |
0,5 |
m/s |
|
|
63 |
48,68 |
58,05 |
5,36 |
dt/dz |
0 |
°/m |
|
|
80 |
52,19 |
61,56 |
4,89 |
sdt/dz |
0 |
°/m |
|
|
100 |
46,81 |
56,18 |
4,04 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
40,30 |
49,67 |
1,92 |
Ct2 |
0 |
K/s2 |
|
|
160 |
39,37 |
48,73 |
-0,28 |
|
|
|
|
|
200 |
36,37 |
45,73 |
-2,83 |
|
|
|
|
|
250 |
38,22 |
47,59 |
-1,59 |
Terrain profile |
|
|
|
|
315 |
38,36 |
47,72 |
-0,75 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
40,73 |
50,09 |
1,84 |
m |
m |
kNsm-4 |
m |
|
500 |
42,31 |
51,68 |
1,71 |
3,25 |
0 |
20000 |
0 |
|
630 |
45,35 |
54,72 |
2,65 |
5 |
0 |
200 |
0 |
|
800 |
46,58 |
55,95 |
1,48 |
6 |
0 |
200 |
0 |
|
1000 |
49,74 |
59,10 |
2,35 |
25 |
-2 |
200 |
0 |
|
1250 |
48,47 |
57,83 |
1,18 |
50 |
-3 |
200 |
0 |
|
1600 |
48,24 |
57,61 |
1,54 |
75 |
-2 |
200 |
0 |
|
2000 |
44,82 |
54,18 |
-0,20 |
100 |
0 |
0 |
0 |
|
2500 |
42,23 |
51,60 |
-0,13 |
0 |
0 |
0 |
0 |
|
3150 |
37,35 |
46,71 |
-2,15 |
0 |
0 |
0 |
0 |
|
4000 |
33,66 |
43,03 |
-3,37 |
0 |
0 |
0 |
0 |
|
5000 |
28,72 |
38,09 |
-5,26 |
0 |
0 |
0 |
0 |
|
6300 |
23,19 |
32,56 |
-8,79 |
0 |
0 |
0 |
0 |
|
8000 |
17,76 |
27,12 |
-11,57 |
|
|
|
|
|
10000 |
8,63 |
17,99 |
-17,74 |
Nord2000 - Road Traffic - Straight Road -
Case No. 61
|
Valley and lake, hr=1.5, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
57,69 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
67,05 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
55,16 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,51 |
55,88 |
5,98 |
zu |
10 |
m |
|
|
31,5 |
44,87 |
54,23 |
5,94 |
u |
0 |
m/s |
|
|
40 |
45,33 |
54,69 |
5,88 |
ö |
0 |
° |
|
|
50 |
46,44 |
55,81 |
5,79 |
su |
0,5 |
m/s |
|
|
63 |
49,00 |
58,37 |
5,67 |
dt/dz |
0 |
°/m |
|
|
80 |
52,83 |
62,20 |
5,52 |
sdt/dz |
0 |
°/m |
|
|
100 |
48,16 |
57,52 |
5,38 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
43,35 |
52,71 |
4,96 |
Ct2 |
0 |
K/s2 |
|
|
160 |
44,36 |
53,72 |
4,71 |
|
|
|
|
|
200 |
42,63 |
51,99 |
3,43 |
|
|
|
|
|
250 |
42,47 |
51,83 |
2,65 |
Terrain profile |
|
|
|
315 |
40,22 |
49,59 |
1,12 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
40,74 |
50,11 |
1,84 |
m |
m |
kNsm-4 |
m |
|
500 |
42,48 |
51,84 |
1,87 |
3,25 |
0 |
20000 |
0 |
|
630 |
45,95 |
55,32 |
3,25 |
5 |
0 |
200 |
0 |
|
800 |
47,83 |
57,20 |
2,73 |
6 |
0 |
200 |
0 |
|
1000 |
51,01 |
60,37 |
3,61 |
25 |
-2 |
20000 |
0 |
|
1250 |
49,78 |
59,15 |
2,48 |
75 |
-2 |
200 |
0 |
|
1600 |
50,07 |
59,43 |
3,34 |
100 |
0 |
0 |
0 |
|
2000 |
47,03 |
56,40 |
2,10 |
0 |
0 |
0 |
0 |
|
2500 |
44,47 |
53,83 |
2,20 |
0 |
0 |
0 |
0 |
|
3150 |
40,04 |
49,41 |
0,68 |
0 |
0 |
0 |
0 |
|
4000 |
36,59 |
45,95 |
-0,29 |
0 |
0 |
0 |
0 |
|
5000 |
31,93 |
41,29 |
-1,91 |
0 |
0 |
0 |
0 |
|
6300 |
26,99 |
36,35 |
-4,94 |
0 |
0 |
0 |
0 |
|
8000 |
21,63 |
31,00 |
-7,56 |
|
|
|
|
|
10000 |
12,50 |
21,87 |
-13,89 |
Nord2000 - Road Traffic - Straight Road -
Case No. 62
|
Valley and lake, hr=1.5, u=3, ö=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
61,72 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
71,09 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
58,52 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,59 |
55,95 |
6,05 |
zu |
10 |
m |
|
|
31,5 |
45,02 |
54,39 |
6,09 |
u |
3 |
m/s |
|
|
40 |
45,85 |
55,21 |
6,40 |
ö |
0 |
° |
|
|
50 |
47,36 |
56,73 |
6,70 |
su |
0,5 |
m/s |
|
|
63 |
50,78 |
60,14 |
7,45 |
dt/dz |
0 |
°/m |
|
|
80 |
55,00 |
64,37 |
7,70 |
sdt/dz |
0 |
°/m |
|
|
100 |
51,20 |
60,57 |
8,43 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
45,55 |
54,92 |
7,17 |
Ct2 |
0 |
K/s2 |
|
|
160 |
46,50 |
55,87 |
6,85 |
|
|
|
|
|
200 |
43,55 |
52,92 |
4,35 |
|
|
|
|
|
250 |
43,16 |
52,52 |
3,34 |
Terrain profile |
|
|
|
|
315 |
39,69 |
49,06 |
0,59 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
40,35 |
49,71 |
1,45 |
m |
m |
kNsm-4 |
m |
|
500 |
42,11 |
51,47 |
1,50 |
3,25 |
0 |
20000 |
0 |
|
630 |
46,41 |
55,78 |
3,70 |
5 |
0 |
200 |
0 |
|
800 |
50,45 |
59,82 |
5,34 |
6 |
0 |
200 |
0 |
|
1000 |
54,46 |
63,82 |
7,06 |
25 |
-2 |
20000 |
0 |
|
1250 |
54,77 |
64,14 |
7,48 |
75 |
-2 |
200 |
0 |
|
1600 |
54,39 |
63,75 |
7,59 |
100 |
0 |
0 |
0 |
|
2000 |
52,30 |
61,66 |
7,51 |
0 |
0 |
0 |
0 |
|
2500 |
48,45 |
57,81 |
6,22 |
0 |
0 |
0 |
0 |
|
3150 |
44,49 |
53,85 |
5,25 |
0 |
0 |
0 |
0 |
|
4000 |
39,82 |
49,19 |
2,98 |
0 |
0 |
0 |
0 |
|
5000 |
35,22 |
44,59 |
1,38 |
0 |
0 |
0 |
0 |
|
6300 |
29,76 |
39,13 |
-2,12 |
0 |
0 |
0 |
0 |
|
8000 |
23,73 |
33,09 |
-5,52 |
|
|
|
|
|
10000 |
14,22 |
23,58 |
-12,18 |
Nord2000 - Road Traffic - Straight Road - Case No. 63
|
Valley and lake, hr=1.5, u=3, ö=180 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
56,54 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
65,90 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
54,99 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,51 |
55,88 |
5,98 |
zu |
10 |
m |
|
|
31,5 |
44,87 |
54,23 |
5,94 |
u |
3 |
m/s |
|
|
40 |
45,33 |
54,69 |
5,88 |
ö |
180 |
° |
|
|
50 |
46,44 |
55,80 |
5,78 |
su |
0,5 |
m/s |
|
|
63 |
48,95 |
58,31 |
5,62 |
dt/dz |
0 |
°/m |
|
|
80 |
52,66 |
62,03 |
5,36 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,73 |
57,10 |
4,95 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
42,74 |
52,11 |
4,35 |
Ct2 |
0 |
K/s2 |
|
|
160 |
43,27 |
52,63 |
3,62 |
|
|
|
|
|
200 |
41,67 |
51,04 |
2,48 |
|
|
|
|
|
250 |
41,54 |
50,90 |
1,72 |
Terrain profile |
|
|
|
|
315 |
39,91 |
49,28 |
0,81 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
40,63 |
49,99 |
1,73 |
m |
m |
kNsm-4 |
m |
|
500 |
42,12 |
51,49 |
1,52 |
3,25 |
0 |
20000 |
0 |
|
630 |
45,73 |
55,09 |
3,02 |
5 |
0 |
200 |
0 |
|
800 |
46,99 |
56,36 |
1,89 |
6 |
0 |
200 |
0 |
|
1000 |
50,71 |
60,07 |
3,31 |
25 |
-2 |
20000 |
0 |
|
1250 |
48,04 |
57,41 |
0,74 |
75 |
-2 |
200 |
0 |
|
1600 |
48,85 |
58,22 |
2,38 |
100 |
0 |
0 |
0 |
|
2000 |
44,15 |
53,52 |
-0,49 |
0 |
0 |
0 |
0 |
|
2500 |
43,42 |
52,78 |
1,35 |
0 |
0 |
0 |
0 |
|
3150 |
37,12 |
46,48 |
-2,09 |
0 |
0 |
0 |
0 |
|
4000 |
35,76 |
45,13 |
-1,00 |
0 |
0 |
0 |
0 |
|
5000 |
28,81 |
38,17 |
-5,04 |
0 |
0 |
0 |
0 |
|
6300 |
26,21 |
35,58 |
-5,69 |
0 |
0 |
0 |
0 |
|
8000 |
18,07 |
27,44 |
-11,13 |
|
|
|
|
|
10000 |
11,35 |
20,72 |
-15,02 |
Nord2000 - Road Traffic - Straight Road - Case No. 64 |
Valley and lake, hr=4, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
57,22 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
66,59 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
55,23 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
4 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,47 |
55,83 |
5,94 |
zu |
10 |
m |
|
|
31,5 |
44,81 |
54,17 |
5,88 |
u |
0 |
m/s |
|
|
40 |
45,25 |
54,62 |
5,81 |
ö |
0 |
° |
|
|
50 |
46,34 |
55,71 |
5,69 |
su |
0,5 |
m/s |
|
|
63 |
48,84 |
58,20 |
5,51 |
dt/dz |
0 |
°/m |
|
|
80 |
52,54 |
61,90 |
5,23 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,63 |
57,00 |
4,86 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
42,62 |
51,99 |
4,24 |
Ct2 |
0 |
K/s2 |
|
|
160 |
43,22 |
52,58 |
3,57 |
|
|
|
|
|
200 |
41,71 |
51,08 |
2,52 |
|
|
|
|
|
250 |
42,84 |
52,21 |
3,03 |
Terrain profile |
|
|
|
|
315 |
41,59 |
50,95 |
2,48 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
41,93 |
51,30 |
3,04 |
m |
m |
kNsm-4 |
m |
|
500 |
42,04 |
51,41 |
1,44 |
3,25 |
0 |
20000 |
0 |
|
630 |
44,56 |
53,92 |
1,85 |
5 |
0 |
200 |
0 |
|
800 |
46,61 |
55,98 |
1,51 |
6 |
0 |
200 |
0 |
|
1000 |
50,71 |
60,08 |
3,32 |
25 |
-2 |
20000 |
0 |
|
1250 |
49,84 |
59,21 |
2,55 |
75 |
-2 |
200 |
0 |
|
1600 |
49,60 |
58,96 |
2,92 |
100 |
0 |
0 |
0 |
|
2000 |
46,22 |
55,58 |
1,22 |
0 |
0 |
0 |
0 |
|
2500 |
43,84 |
53,21 |
1,51 |
0 |
0 |
0 |
0 |
|
3150 |
39,00 |
48,36 |
-0,47 |
0 |
0 |
0 |
0 |
|
4000 |
35,50 |
44,86 |
-1,52 |
0 |
0 |
0 |
0 |
|
5000 |
30,70 |
40,07 |
-3,24 |
0 |
0 |
0 |
0 |
|
6300 |
25,25 |
34,62 |
-6,70 |
0 |
0 |
0 |
0 |
|
8000 |
19,97 |
29,33 |
-9,34 |
|
|
|
|
|
10000 |
10,82 |
20,19 |
-15,54 |
Nord2000 - Road Traffic - Straight Road - Case No. 71
|
Thin hard screen on flat ground, hr=1.5, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
40,78 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
50,14 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
37,43 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
45,84 |
55,21 |
5,30 |
zu |
10 |
m |
|
|
31,5 |
43,45 |
52,82 |
4,52 |
u |
0 |
m/s |
|
|
40 |
43,24 |
52,60 |
3,79 |
ö |
0 |
° |
|
|
50 |
43,78 |
53,14 |
3,12 |
su |
0,5 |
m/s |
|
|
63 |
45,60 |
54,96 |
2,27 |
dt/dz |
0 |
°/m |
|
|
80 |
48,46 |
57,83 |
1,15 |
sdt/dz |
0 |
°/m |
|
|
100 |
42,43 |
51,79 |
-0,35 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
35,98 |
45,35 |
-2,40 |
Ct2 |
0 |
K/s2 |
|
|
160 |
34,49 |
43,85 |
-5,16 |
|
|
|
|
|
200 |
30,48 |
39,85 |
-8,71 |
|
|
|
|
|
250 |
27,10 |
36,46 |
-12,72 |
Terrain profile |
|
|
|
|
315 |
23,56 |
32,93 |
-15,54 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
22,96 |
32,33 |
-15,93 |
m |
m |
kNsm-4 |
m |
|
500 |
25,36 |
34,72 |
-15,25 |
3,25 |
0 |
20000 |
0 |
|
630 |
28,30 |
37,66 |
-14,41 |
5 |
0 |
200 |
0 |
|
800 |
31,35 |
40,71 |
-13,76 |
14,99 |
0 |
20000 |
0 |
|
1000 |
33,82 |
43,19 |
-13,57 |
15 |
3 |
20000 |
0 |
|
1250 |
33,35 |
42,71 |
-13,95 |
15,01 |
0 |
200 |
0 |
|
1600 |
32,40 |
41,77 |
-14,88 |
100 |
0 |
0 |
0 |
|
2000 |
29,49 |
38,85 |
-16,23 |
0 |
0 |
0 |
0 |
|
2500 |
25,43 |
34,79 |
-17,53 |
0 |
0 |
0 |
0 |
|
3150 |
21,19 |
30,56 |
-19,17 |
0 |
0 |
0 |
0 |
|
4000 |
16,84 |
26,21 |
-20,85 |
0 |
0 |
0 |
0 |
|
5000 |
11,74 |
21,10 |
-23,03 |
0 |
0 |
0 |
0 |
|
6300 |
6,18 |
15,54 |
-26,73 |
0 |
0 |
0 |
0 |
|
8000 |
-1,16 |
8,20 |
-31,28 |
|
|
|
|
|
10000 |
-10,06 |
-0,69 |
-37,14 |
Nord2000 - Road Traffic - Straight Road - Case No. 72
|
Thin hard screen on flat ground, hr=1.5, u=3, ö=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
43,37 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
52,73 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
40,07 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,11 |
55,47 |
5,57 |
zu |
10 |
m |
|
|
31,5 |
43,89 |
53,26 |
4,97 |
u |
3 |
m/s |
|
|
40 |
43,79 |
53,16 |
4,34 |
ö |
0 |
° |
|
|
50 |
44,40 |
53,76 |
3,74 |
su |
0,5 |
m/s |
|
|
63 |
46,29 |
55,65 |
2,96 |
dt/dz |
0 |
°/m |
|
|
80 |
49,24 |
58,60 |
1,93 |
sdt/dz |
0 |
°/m |
|
|
100 |
43,29 |
52,66 |
0,52 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
36,95 |
46,32 |
-1,43 |
Ct2 |
0 |
K/s2 |
|
|
160 |
35,57 |
44,94 |
-4,07 |
|
|
|
|
|
200 |
31,71 |
41,07 |
-7,49 |
|
|
|
|
|
250 |
28,50 |
37,87 |
-11,32 |
Terrain profile |
|
|
|
|
315 |
25,23 |
34,60 |
-13,87 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
24,84 |
34,21 |
-14,05 |
m |
m |
kNsm-4 |
m |
|
500 |
28,05 |
37,41 |
-12,56 |
3,25 |
0 |
20000 |
0 |
|
630 |
31,98 |
41,34 |
-10,73 |
5 |
0 |
200 |
0 |
|
800 |
35,48 |
44,84 |
-9,63 |
14,99 |
0 |
20000 |
0 |
|
1000 |
37,35 |
46,71 |
-10,05 |
15 |
3 |
20000 |
0 |
|
1250 |
35,70 |
45,06 |
-11,60 |
15,01 |
0 |
200 |
0 |
|
1600 |
34,17 |
43,53 |
-13,41 |
100 |
0 |
0 |
0 |
|
2000 |
31,40 |
40,76 |
-14,28 |
0 |
0 |
0 |
0 |
|
2500 |
27,23 |
36,59 |
-15,59 |
0 |
0 |
0 |
0 |
|
3150 |
22,82 |
32,19 |
-17,29 |
0 |
0 |
0 |
0 |
|
4000 |
18,54 |
27,91 |
-18,78 |
0 |
0 |
0 |
0 |
|
5000 |
13,48 |
22,84 |
-21,02 |
0 |
0 |
0 |
0 |
|
6300 |
8,06 |
17,43 |
-24,52 |
0 |
0 |
0 |
0 |
|
8000 |
1,03 |
10,39 |
-28,73 |
|
|
|
|
|
10000 |
-7,63 |
1,73 |
-34,47 |
Nord2000 - Road Traffic - Straight Road - Case No. 73
|
Thin hard screen on flat ground, hr=1.5, u=3, ö=180 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
38,33 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
47,70 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
33,34 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
45,59 |
54,96 |
5,06 |
zu |
10 |
m |
|
|
31,5 |
43,05 |
52,41 |
4,12 |
u |
3 |
m/s |
|
|
40 |
42,74 |
52,11 |
3,30 |
ö |
180 |
° |
|
|
50 |
43,23 |
52,59 |
2,57 |
su |
0,5 |
m/s |
|
|
63 |
44,99 |
54,35 |
1,66 |
dt/dz |
0 |
°/m |
|
|
80 |
47,79 |
57,16 |
0,48 |
sdt/dz |
0 |
°/m |
|
|
100 |
41,69 |
51,05 |
-1,09 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
35,17 |
44,53 |
-3,22 |
Ct2 |
0 |
K/s2 |
|
|
160 |
33,58 |
42,94 |
-6,07 |
|
|
|
|
|
200 |
29,47 |
38,83 |
-9,73 |
|
|
|
|
|
250 |
25,91 |
35,28 |
-13,91 |
Terrain profile |
|
|
|
|
315 |
22,11 |
31,48 |
-17,00 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
21,35 |
30,72 |
-17,55 |
m |
m |
kNsm-4 |
m |
|
500 |
23,11 |
32,47 |
-17,50 |
3,25 |
0 |
20000 |
0 |
|
630 |
25,30 |
34,66 |
-17,41 |
5 |
0 |
200 |
0 |
|
800 |
27,75 |
37,12 |
-17,36 |
14,99 |
0 |
20000 |
0 |
|
1000 |
30,18 |
39,54 |
-17,22 |
15 |
3 |
20000 |
0 |
|
1250 |
30,17 |
39,54 |
-17,13 |
15,01 |
0 |
200 |
0 |
|
1600 |
30,34 |
39,70 |
-17,39 |
100 |
0 |
0 |
0 |
|
2000 |
28,01 |
37,38 |
-17,98 |
0 |
0 |
0 |
0 |
|
2500 |
24,17 |
33,54 |
-18,98 |
0 |
0 |
0 |
0 |
|
3150 |
19,98 |
29,35 |
-20,59 |
0 |
0 |
0 |
0 |
|
4000 |
15,46 |
24,83 |
-22,53 |
0 |
0 |
0 |
0 |
|
5000 |
10,17 |
19,54 |
-24,78 |
0 |
0 |
0 |
0 |
|
6300 |
4,44 |
13,80 |
-28,66 |
0 |
0 |
0 |
0 |
|
8000 |
-3,21 |
6,16 |
-33,53 |
|
|
|
|
|
10000 |
-12,37 |
-3,00 |
-39,55 |
Nord2000 - Road Traffic - Straight Road - Case No. 74
|
Thin hard screen on flat ground, hr=4, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
42,02 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
51,39 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
38,60 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
4 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
45,73 |
55,10 |
5,20 |
zu |
10 |
m |
|
|
31,5 |
43,28 |
52,65 |
4,36 |
u |
0 |
m/s |
|
|
40 |
42,99 |
52,35 |
3,54 |
ö |
0 |
° |
|
|
50 |
43,42 |
52,79 |
2,77 |
su |
0,5 |
m/s |
|
|
63 |
45,10 |
54,46 |
1,77 |
dt/dz |
0 |
°/m |
|
|
80 |
47,76 |
57,13 |
0,46 |
sdt/dz |
0 |
°/m |
|
|
100 |
41,48 |
50,84 |
-1,30 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
34,75 |
44,11 |
-3,64 |
Ct2 |
0 |
K/s2 |
|
|
160 |
33,07 |
42,44 |
-6,57 |
|
|
|
|
|
200 |
29,50 |
38,87 |
-9,69 |
|
|
|
|
|
250 |
28,17 |
37,53 |
-11,65 |
Terrain profile |
|
|
|
|
315 |
27,49 |
36,86 |
-11,61 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
28,18 |
37,54 |
-10,72 |
m |
m |
kNsm-4 |
m |
|
500 |
30,61 |
39,97 |
-9,99 |
3,25 |
0 |
20000 |
0 |
|
630 |
32,85 |
42,22 |
-9,85 |
5 |
0 |
200 |
0 |
|
800 |
34,57 |
43,94 |
-10,53 |
14,99 |
0 |
20000 |
0 |
|
1000 |
35,29 |
44,65 |
-12,11 |
15 |
3 |
20000 |
0 |
|
1250 |
33,61 |
42,98 |
-13,68 |
15,01 |
0 |
200 |
0 |
|
1600 |
32,66 |
42,02 |
-14,74 |
100 |
0 |
0 |
0 |
|
2000 |
29,93 |
39,29 |
-15,77 |
0 |
0 |
0 |
0 |
|
2500 |
25,93 |
35,29 |
-16,93 |
0 |
0 |
0 |
0 |
|
3150 |
21,70 |
31,07 |
-18,53 |
0 |
0 |
0 |
0 |
|
4000 |
17,42 |
26,78 |
-20,14 |
0 |
0 |
0 |
0 |
|
5000 |
12,42 |
21,78 |
-22,22 |
0 |
0 |
0 |
0 |
|
6300 |
6,96 |
16,32 |
-25,83 |
0 |
0 |
0 |
0 |
|
8000 |
-0,26 |
9,11 |
-30,26 |
|
|
|
|
|
10000 |
-9,01 |
0,35 |
-36,01 |
Nord2000 - Road Traffic - Straight Road - Case No. 81
|
Thick hard screen on flat ground, hr=1.5, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
41,82 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
51,18 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
39,32 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,98 |
56,35 |
6,44 |
zu |
10 |
m |
|
|
31,5 |
45,27 |
54,63 |
6,34 |
u |
0 |
m/s |
|
|
40 |
45,11 |
54,48 |
5,67 |
ö |
0 |
° |
|
|
50 |
44,63 |
54,00 |
3,97 |
su |
0,5 |
m/s |
|
|
63 |
46,41 |
55,78 |
3,08 |
dt/dz |
0 |
°/m |
|
|
80 |
49,43 |
58,79 |
2,12 |
sdt/dz |
0 |
°/m |
|
|
100 |
43,59 |
52,96 |
0,81 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
37,36 |
46,72 |
-1,03 |
Ct2 |
0 |
K/s2 |
|
|
160 |
36,02 |
45,38 |
-3,63 |
|
|
|
|
|
200 |
31,98 |
41,34 |
-7,22 |
|
|
|
|
|
250 |
28,07 |
37,43 |
-11,75 |
Terrain profile |
|
|
|
|
315 |
23,69 |
33,05 |
-15,42 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
23,17 |
32,53 |
-15,73 |
m |
m |
kNsm-4 |
m |
|
500 |
25,73 |
35,09 |
-14,88 |
3,25 |
0 |
20000 |
0 |
|
630 |
28,63 |
38,00 |
-14,07 |
5 |
0 |
200 |
0 |
|
800 |
31,79 |
41,15 |
-13,32 |
14,99 |
0 |
20000 |
0 |
|
1000 |
34,57 |
43,93 |
-12,83 |
15 |
2 |
20000 |
0 |
|
1250 |
34,54 |
43,90 |
-12,76 |
30 |
2 |
20000 |
0 |
|
1600 |
33,62 |
42,99 |
-13,27 |
30,01 |
0 |
200 |
0 |
|
2000 |
31,03 |
40,39 |
-14,36 |
100 |
0 |
0 |
0 |
|
2500 |
26,83 |
36,20 |
-15,85 |
0 |
0 |
0 |
0 |
|
3150 |
22,65 |
32,01 |
-17,34 |
0 |
0 |
0 |
0 |
|
4000 |
18,26 |
27,62 |
-19,16 |
0 |
0 |
0 |
0 |
|
5000 |
13,17 |
22,53 |
-21,33 |
0 |
0 |
0 |
0 |
|
6300 |
8,32 |
17,69 |
-24,01 |
0 |
0 |
0 |
0 |
|
8000 |
1,52 |
10,89 |
-28,17 |
|
|
|
|
|
10000 |
-7,18 |
2,18 |
-33,96 |
Nord2000 - Road Traffic - Straight Road - Case No. 82 |
Thick hard screen on flat ground, hr=1.5, u=3, ö=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
46,96 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
56,33 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
44,85 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
47,12 |
56,48 |
6,58 |
zu |
10 |
m |
|
|
31,5 |
45,56 |
54,92 |
6,63 |
u |
3 |
m/s |
|
|
40 |
45,66 |
55,03 |
6,21 |
ö |
0 |
° |
|
|
50 |
45,56 |
54,93 |
4,91 |
su |
0,5 |
m/s |
|
|
63 |
47,49 |
56,85 |
4,16 |
dt/dz |
0 |
°/m |
|
|
80 |
50,63 |
60,00 |
3,33 |
sdt/dz |
0 |
°/m |
|
|
100 |
44,93 |
54,29 |
2,15 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
38,84 |
48,21 |
0,46 |
Ct2 |
0 |
K/s2 |
|
|
160 |
37,66 |
47,02 |
-1,99 |
|
|
|
|
|
200 |
33,78 |
43,15 |
-5,41 |
|
|
|
|
|
250 |
30,13 |
39,49 |
-9,69 |
Terrain profile |
|
|
|
|
315 |
26,44 |
35,81 |
-12,67 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
26,55 |
35,91 |
-12,35 |
m |
m |
kNsm-4 |
m |
|
500 |
29,76 |
39,13 |
-10,84 |
3,25 |
0 |
20000 |
0 |
|
630 |
33,72 |
43,08 |
-8,99 |
5 |
0 |
200 |
0 |
|
800 |
37,82 |
47,19 |
-7,29 |
14,99 |
0 |
20000 |
0 |
|
1000 |
40,90 |
50,26 |
-6,50 |
15 |
2 |
20000 |
0 |
|
1250 |
40,16 |
49,53 |
-7,14 |
30 |
2 |
20000 |
0 |
|
1600 |
38,41 |
47,78 |
-8,74 |
30,01 |
0 |
200 |
0 |
|
2000 |
35,41 |
44,78 |
-10,20 |
100 |
0 |
0 |
0 |
|
2500 |
31,53 |
40,89 |
-11,15 |
0 |
0 |
0 |
0 |
|
3150 |
27,12 |
36,48 |
-12,81 |
0 |
0 |
0 |
0 |
|
4000 |
22,39 |
31,75 |
-14,88 |
0 |
0 |
0 |
0 |
|
5000 |
17,03 |
26,39 |
-17,19 |
0 |
0 |
0 |
0 |
|
6300 |
12,08 |
21,44 |
-19,98 |
0 |
0 |
0 |
0 |
|
8000 |
4,68 |
14,05 |
-24,92 |
|
|
|
|
|
10000 |
-4,58 |
4,78 |
-31,19 |
Nord2000 - Road Traffic - Straight Road - Case No. 83
|
Thick hard screen on flat ground, hr=1.5, u=3, ö=180 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
38,18 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
47,55 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
33,97 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,92 |
56,28 |
6,38 |
zu |
10 |
m |
|
|
31,5 |
45,10 |
54,47 |
6,18 |
u |
3 |
m/s |
|
|
40 |
44,79 |
54,16 |
5,35 |
ö |
180 |
° |
|
|
50 |
44,09 |
53,45 |
3,43 |
su |
0,5 |
m/s |
|
|
63 |
45,80 |
55,17 |
2,47 |
dt/dz |
0 |
°/m |
|
|
80 |
48,75 |
58,12 |
1,45 |
sdt/dz |
0 |
°/m |
|
|
100 |
42,85 |
52,21 |
0,07 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
36,55 |
45,92 |
-1,84 |
Ct2 |
0 |
K/s2 |
|
|
160 |
35,14 |
44,51 |
-4,50 |
|
|
|
|
|
200 |
31,05 |
40,42 |
-8,15 |
|
|
|
|
|
250 |
27,03 |
36,40 |
-12,78 |
Terrain profile |
|
|
|
|
315 |
22,06 |
31,42 |
-17,05 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
20,69 |
30,06 |
-18,20 |
m |
m |
kNsm-4 |
m |
|
500 |
22,63 |
32,00 |
-17,98 |
3,25 |
0 |
20000 |
0 |
|
630 |
24,82 |
34,19 |
-17,89 |
5 |
0 |
200 |
0 |
|
800 |
27,22 |
36,58 |
-17,89 |
14,99 |
0 |
20000 |
0 |
|
1000 |
29,49 |
38,85 |
-17,91 |
15 |
2 |
20000 |
0 |
|
1250 |
29,51 |
38,87 |
-17,79 |
30 |
2 |
20000 |
0 |
|
1600 |
29,72 |
39,08 |
-17,69 |
30,01 |
0 |
200 |
0 |
|
2000 |
27,96 |
37,33 |
-17,86 |
100 |
0 |
0 |
0 |
|
2500 |
24,58 |
33,94 |
-18,48 |
0 |
0 |
0 |
0 |
|
3150 |
20,85 |
30,21 |
-19,57 |
0 |
0 |
0 |
0 |
|
4000 |
16,78 |
26,15 |
-21,13 |
0 |
0 |
0 |
0 |
|
5000 |
11,77 |
21,14 |
-23,26 |
0 |
0 |
0 |
0 |
|
6300 |
6,75 |
16,11 |
-26,15 |
0 |
0 |
0 |
0 |
|
8000 |
-0,07 |
9,30 |
-30,20 |
|
|
|
|
|
10000 |
-8,69 |
0,68 |
-35,84 |
Nord2000 - Road Traffic - Straight Road - Case No. 84
|
Thick hard screen on flat ground, hr=4, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
44,69 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
54,06 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
42,53 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
4 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,89 |
56,26 |
6,36 |
zu |
10 |
m |
|
|
31,5 |
45,14 |
54,51 |
6,22 |
u |
0 |
m/s |
|
|
40 |
44,95 |
54,32 |
5,51 |
ö |
0 |
° |
|
|
50 |
44,43 |
53,79 |
3,77 |
su |
0,5 |
m/s |
|
|
63 |
46,08 |
55,44 |
2,75 |
dt/dz |
0 |
°/m |
|
|
80 |
48,90 |
58,27 |
1,60 |
sdt/dz |
0 |
°/m |
|
|
100 |
42,82 |
52,19 |
0,05 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
36,32 |
45,68 |
-2,07 |
Ct2 |
0 |
K/s2 |
|
|
160 |
34,86 |
44,22 |
-4,79 |
|
|
|
|
|
200 |
31,48 |
40,84 |
-7,72 |
|
|
|
|
|
250 |
30,25 |
39,61 |
-9,57 |
Terrain profile |
|
|
|
|
315 |
29,38 |
38,75 |
-9,72 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
29,67 |
39,04 |
-9,22 |
m |
m |
kNsm-4 |
m |
|
500 |
31,86 |
41,23 |
-8,74 |
3,25 |
0 |
20000 |
0 |
|
630 |
34,24 |
43,60 |
-8,46 |
5 |
0 |
200 |
0 |
|
800 |
36,61 |
45,97 |
-8,50 |
14,99 |
0 |
20000 |
0 |
|
1000 |
38,24 |
47,61 |
-9,15 |
15 |
2 |
20000 |
0 |
|
1250 |
36,97 |
46,34 |
-10,32 |
30 |
2 |
20000 |
0 |
|
1600 |
35,52 |
44,89 |
-11,37 |
30,01 |
0 |
200 |
0 |
|
2000 |
33,15 |
42,51 |
-12,17 |
100 |
0 |
0 |
0 |
|
2500 |
29,29 |
38,65 |
-13,22 |
0 |
0 |
0 |
0 |
|
3150 |
25,10 |
34,46 |
-14,67 |
0 |
0 |
0 |
0 |
|
4000 |
20,55 |
29,92 |
-16,64 |
0 |
0 |
0 |
0 |
|
5000 |
15,34 |
24,70 |
-18,90 |
0 |
0 |
0 |
0 |
|
6300 |
10,51 |
19,88 |
-21,55 |
0 |
0 |
0 |
0 |
|
8000 |
3,48 |
12,84 |
-26,07 |
|
|
|
|
|
10000 |
-5,74 |
3,62 |
-32,41 |
Nord2000 - Road Traffic - Straight Road - Case No. 91
|
Two screens on flat ground, hr=1.5, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
37,25 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
46,61 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
34,13 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,53 |
55,90 |
5,99 |
zu |
10 |
m |
|
|
31,5 |
44,88 |
54,24 |
5,95 |
u |
0 |
m/s |
|
|
40 |
44,99 |
54,35 |
5,54 |
ö |
0 |
° |
|
|
50 |
45,09 |
54,46 |
4,44 |
su |
0,5 |
m/s |
|
|
63 |
46,42 |
55,79 |
3,10 |
dt/dz |
0 |
°/m |
|
|
80 |
48,55 |
57,92 |
1,24 |
sdt/dz |
0 |
°/m |
|
|
100 |
41,47 |
50,84 |
-1,30 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
33,56 |
42,92 |
-4,83 |
Ct2 |
0 |
K/s2 |
|
|
160 |
30,03 |
39,39 |
-9,62 |
|
|
|
|
|
200 |
23,70 |
33,07 |
-15,49 |
|
|
|
|
|
250 |
19,90 |
29,26 |
-19,92 |
Terrain profile |
|
|
|
|
315 |
18,72 |
28,09 |
-20,39 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
19,53 |
28,89 |
-19,37 |
m |
m |
kNsm-4 |
m |
|
500 |
22,44 |
31,80 |
-18,17 |
3,25 |
0 |
20000 |
0 |
|
630 |
25,22 |
34,58 |
-17,49 |
5 |
0 |
200 |
0 |
|
800 |
27,26 |
36,63 |
-17,84 |
14,99 |
0 |
20000 |
0 |
|
1000 |
28,64 |
38,01 |
-18,75 |
15 |
2 |
20000 |
0 |
|
1250 |
28,61 |
37,97 |
-18,69 |
15,01 |
0 |
200 |
0 |
|
1600 |
28,14 |
37,50 |
-18,69 |
74,99 |
0 |
20000 |
0 |
|
2000 |
26,81 |
36,18 |
-18,51 |
75 |
2,5 |
20000 |
0 |
|
2500 |
24,19 |
33,56 |
-18,50 |
80 |
3 |
20000 |
0 |
|
3150 |
21,20 |
30,56 |
-18,88 |
85 |
2,5 |
20000 |
0 |
|
4000 |
17,73 |
27,09 |
-19,82 |
85,01 |
0 |
200 |
0 |
|
5000 |
13,18 |
22,54 |
-21,47 |
100 |
0 |
0 |
0 |
|
6300 |
8,53 |
17,89 |
-24,00 |
0 |
0 |
0 |
0 |
|
8000 |
2,10 |
11,46 |
-27,66 |
|
|
|
|
|
10000 |
-6,09 |
3,28 |
-32,88 |
Nord2000 - Road Traffic - Straight Road - Case No. 92
|
Two screens on flat ground, hr=1.5, u=3, ö=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
39,91 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
49,28 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
37,78 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,70 |
56,07 |
6,17 |
zu |
10 |
m |
|
|
31,5 |
45,25 |
54,61 |
6,32 |
u |
3 |
m/s |
|
|
40 |
45,62 |
54,98 |
6,17 |
ö |
0 |
° |
|
|
50 |
46,06 |
55,43 |
5,41 |
su |
0,5 |
m/s |
|
|
63 |
47,42 |
56,78 |
4,09 |
dt/dz |
0 |
°/m |
|
|
80 |
49,59 |
58,96 |
2,28 |
sdt/dz |
0 |
°/m |
|
|
100 |
42,57 |
51,94 |
-0,20 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
34,75 |
44,12 |
-3,63 |
Ct2 |
0 |
K/s2 |
|
|
160 |
31,39 |
40,75 |
-8,26 |
|
|
|
|
|
200 |
25,42 |
34,78 |
-13,78 |
|
|
|
|
|
250 |
22,28 |
31,64 |
-17,54 |
Terrain profile |
|
|
|
|
315 |
21,77 |
31,13 |
-17,34 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
23,54 |
32,91 |
-15,35 |
m |
m |
kNsm-4 |
m |
|
500 |
27,52 |
36,88 |
-13,09 |
3,25 |
0 |
20000 |
0 |
|
630 |
30,42 |
39,78 |
-12,29 |
5 |
0 |
200 |
0 |
|
800 |
31,39 |
40,75 |
-13,72 |
14,99 |
0 |
20000 |
0 |
|
1000 |
32,14 |
41,50 |
-15,26 |
15 |
2 |
20000 |
0 |
|
1250 |
31,62 |
40,98 |
-15,68 |
15,01 |
0 |
200 |
0 |
|
1600 |
30,45 |
39,82 |
-16,36 |
74,99 |
0 |
20000 |
0 |
|
2000 |
28,59 |
37,96 |
-16,56 |
75 |
2,5 |
20000 |
0 |
|
2500 |
25,42 |
34,79 |
-17,05 |
80 |
3 |
20000 |
0 |
|
3150 |
22,04 |
31,41 |
-17,80 |
85 |
2,5 |
20000 |
0 |
|
4000 |
18,37 |
27,74 |
-18,95 |
85,01 |
0 |
200 |
0 |
|
5000 |
13,77 |
23,14 |
-20,66 |
100 |
0 |
0 |
0 |
|
6300 |
9,13 |
18,50 |
-23,19 |
0 |
0 |
0 |
0 |
|
8000 |
2,63 |
12,00 |
-26,97 |
|
|
|
|
|
10000 |
-5,56 |
3,81 |
-32,21 |
Nord2000 - Road Traffic - Straight Road - Case No. 93
|
Two screens on flat ground, hr=1.5, u=3, ö=180 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
35,81 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
45,17 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
32,55 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,33 |
55,70 |
5,79 |
zu |
10 |
m |
|
|
31,5 |
44,33 |
53,69 |
5,40 |
u |
3 |
m/s |
|
|
40 |
43,99 |
53,35 |
4,54 |
ö |
180 |
° |
|
|
50 |
43,69 |
53,06 |
3,04 |
su |
0,5 |
m/s |
|
|
63 |
44,97 |
54,34 |
1,65 |
dt/dz |
0 |
°/m |
|
|
80 |
47,07 |
56,43 |
-0,24 |
sdt/dz |
0 |
°/m |
|
|
100 |
39,96 |
49,33 |
-2,82 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
32,05 |
41,42 |
-6,34 |
Ct2 |
0 |
K/s2 |
|
|
160 |
28,59 |
37,95 |
-11,06 |
|
|
|
|
|
200 |
22,28 |
31,65 |
-16,92 |
|
|
|
|
|
250 |
18,08 |
27,45 |
-21,74 |
Terrain profile |
|
|
|
|
315 |
16,35 |
25,72 |
-22,75 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
16,62 |
25,98 |
-22,28 |
m |
m |
kNsm-4 |
m |
|
500 |
18,83 |
28,19 |
-21,78 |
3,25 |
0 |
20000 |
0 |
|
630 |
21,22 |
30,59 |
-21,48 |
5 |
0 |
200 |
0 |
|
800 |
23,81 |
33,18 |
-21,30 |
14,99 |
0 |
20000 |
0 |
|
1000 |
26,32 |
35,68 |
-21,08 |
15 |
2 |
20000 |
0 |
|
1250 |
27,01 |
36,37 |
-20,29 |
15,01 |
0 |
200 |
0 |
|
1600 |
27,34 |
36,71 |
-19,57 |
74,99 |
0 |
20000 |
0 |
|
2000 |
26,35 |
35,71 |
-19,16 |
75 |
2,5 |
20000 |
0 |
|
2500 |
23,87 |
33,24 |
-19,02 |
80 |
3 |
20000 |
0 |
|
3150 |
20,92 |
30,29 |
-19,35 |
85 |
2,5 |
20000 |
0 |
|
4000 |
17,42 |
26,78 |
-20,31 |
85,01 |
0 |
200 |
0 |
|
5000 |
12,80 |
22,17 |
-22,02 |
100 |
0 |
0 |
0 |
|
6300 |
8,09 |
17,45 |
-24,61 |
0 |
0 |
0 |
0 |
|
8000 |
1,58 |
10,94 |
-28,34 |
|
|
|
|
|
10000 |
-6,70 |
2,66 |
-33,65 |
Nord2000 - Road Traffic - Straight Road - Case No. 94
|
Two screens on flat ground, hr=4, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
41,82 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
51,18 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
39,86 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
4 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,34 |
55,71 |
5,81 |
zu |
10 |
m |
|
|
31,5 |
44,42 |
53,79 |
5,50 |
u |
0 |
m/s |
|
|
40 |
44,09 |
53,46 |
4,65 |
ö |
0 |
° |
|
|
50 |
43,54 |
52,91 |
2,89 |
su |
0,5 |
m/s |
|
|
63 |
44,44 |
53,80 |
1,11 |
dt/dz |
0 |
°/m |
|
|
80 |
46,13 |
55,50 |
-1,17 |
sdt/dz |
0 |
°/m |
|
|
100 |
38,54 |
47,91 |
-4,23 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
30,65 |
40,02 |
-7,73 |
Ct2 |
0 |
K/s2 |
|
|
160 |
29,91 |
39,27 |
-9,74 |
|
|
|
|
|
200 |
28,52 |
37,88 |
-10,68 |
|
|
|
|
|
250 |
27,72 |
37,09 |
-12,09 |
Terrain profile |
|
|
|
|
315 |
25,97 |
35,33 |
-13,14 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
25,69 |
35,06 |
-13,20 |
m |
m |
kNsm-4 |
m |
|
500 |
28,21 |
37,57 |
-12,40 |
3,25 |
0 |
20000 |
0 |
|
630 |
30,60 |
39,97 |
-12,10 |
5 |
0 |
200 |
0 |
|
800 |
33,32 |
42,68 |
-11,79 |
14,99 |
0 |
20000 |
0 |
|
1000 |
35,32 |
44,69 |
-12,07 |
15 |
2 |
20000 |
0 |
|
1250 |
34,38 |
43,75 |
-12,91 |
15,01 |
0 |
200 |
0 |
|
1600 |
32,75 |
42,11 |
-14,04 |
74,99 |
0 |
20000 |
0 |
|
2000 |
30,55 |
39,91 |
-14,65 |
75 |
2,5 |
20000 |
0 |
|
2500 |
26,99 |
36,36 |
-15,39 |
80 |
3 |
20000 |
0 |
|
3150 |
23,16 |
32,52 |
-16,51 |
85 |
2,5 |
20000 |
0 |
|
4000 |
18,99 |
28,36 |
-18,15 |
85,01 |
0 |
200 |
0 |
|
5000 |
14,09 |
23,46 |
-20,15 |
100 |
0 |
0 |
0 |
|
6300 |
9,43 |
18,80 |
-22,68 |
0 |
0 |
0 |
0 |
|
8000 |
2,62 |
11,99 |
-26,93 |
|
|
|
|
|
10000 |
-6,27 |
3,09 |
-32,93 |
Nord2000 - Road Traffic - Straight Road - Case No. 101
|
Non-flat valley-shaped terrain, hr=1.5, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
52,30 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
61,66 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
50,47 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,55 |
55,91 |
6,01 |
zu |
10 |
m |
|
|
31,5 |
44,90 |
54,26 |
5,97 |
u |
0 |
m/s |
|
|
40 |
45,35 |
54,72 |
5,90 |
ö |
0 |
° |
|
|
50 |
46,44 |
55,80 |
5,78 |
su |
0,5 |
m/s |
|
|
63 |
48,89 |
58,25 |
5,56 |
dt/dz |
0 |
°/m |
|
|
80 |
52,50 |
61,86 |
5,19 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,35 |
56,71 |
4,57 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
41,95 |
51,32 |
3,57 |
Ct2 |
0 |
K/s2 |
|
|
160 |
41,65 |
51,01 |
2,00 |
|
|
|
|
|
200 |
38,84 |
48,21 |
-0,36 |
|
|
|
|
|
250 |
36,14 |
45,51 |
-3,67 |
Terrain profile |
|
|
|
|
315 |
31,75 |
41,11 |
-7,36 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
30,85 |
40,22 |
-8,05 |
m |
m |
kNsm-4 |
m |
|
500 |
32,89 |
42,26 |
-7,72 |
3,25 |
0 |
20000 |
0 |
|
630 |
38,59 |
47,96 |
-4,11 |
5 |
0 |
200 |
0 |
|
800 |
40,58 |
49,95 |
-4,52 |
7 |
0 |
200 |
0 |
|
1000 |
46,34 |
55,70 |
-1,06 |
30 |
-1 |
200 |
0 |
|
1250 |
42,27 |
51,63 |
-5,03 |
50 |
0 |
200 |
0 |
|
1600 |
45,50 |
54,87 |
-1,14 |
60 |
0 |
200 |
0 |
|
2000 |
40,63 |
49,99 |
-4,18 |
80 |
-2 |
200 |
0 |
|
2500 |
41,27 |
50,64 |
-0,75 |
100 |
0 |
0 |
0 |
|
3150 |
35,58 |
44,94 |
-3,49 |
0 |
0 |
0 |
0 |
|
4000 |
34,13 |
43,49 |
-2,64 |
0 |
0 |
0 |
0 |
|
5000 |
28,86 |
38,22 |
-4,82 |
0 |
0 |
0 |
0 |
|
6300 |
24,42 |
33,79 |
-7,52 |
0 |
0 |
0 |
0 |
|
8000 |
18,53 |
27,89 |
-10,73 |
|
|
|
|
|
10000 |
9,16 |
18,52 |
-17,29 |
Nord2000 - Road Traffic - Straight Road - Case No. 102
|
Non-flat valley-shaped terrain, hr=1.5, u=3, ö=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
58,50 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
67,87 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
54,99 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,56 |
55,92 |
6,02 |
zu |
10 |
m |
|
|
31,5 |
44,91 |
54,27 |
5,98 |
u |
3 |
m/s |
|
|
40 |
45,36 |
54,72 |
5,91 |
ö |
0 |
° |
|
|
50 |
46,45 |
55,81 |
5,79 |
su |
0,5 |
m/s |
|
|
63 |
48,92 |
58,29 |
5,60 |
dt/dz |
0 |
°/m |
|
|
80 |
52,54 |
61,90 |
5,23 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,54 |
56,91 |
4,77 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
42,09 |
51,46 |
3,71 |
Ct2 |
0 |
K/s2 |
|
|
160 |
42,24 |
51,61 |
2,59 |
|
|
|
|
|
200 |
39,49 |
48,85 |
0,29 |
|
|
|
|
|
250 |
38,57 |
47,94 |
-1,24 |
Terrain profile |
|
|
|
|
315 |
36,70 |
46,07 |
-2,41 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
37,93 |
47,30 |
-0,96 |
m |
m |
kNsm-4 |
m |
|
500 |
40,98 |
50,34 |
0,37 |
3,25 |
0 |
20000 |
0 |
|
630 |
44,69 |
54,06 |
1,99 |
5 |
0 |
200 |
0 |
|
800 |
48,98 |
58,34 |
3,87 |
7 |
0 |
200 |
0 |
|
1000 |
51,13 |
60,50 |
3,74 |
30 |
-1 |
200 |
0 |
|
1250 |
51,24 |
60,60 |
3,94 |
50 |
0 |
200 |
0 |
|
1600 |
51,06 |
60,43 |
4,21 |
60 |
0 |
200 |
0 |
|
2000 |
48,81 |
58,17 |
3,79 |
80 |
-2 |
200 |
0 |
|
2500 |
45,02 |
54,39 |
2,77 |
100 |
0 |
0 |
0 |
|
3150 |
40,84 |
50,21 |
1,40 |
0 |
0 |
0 |
0 |
|
4000 |
36,27 |
45,64 |
-0,72 |
0 |
0 |
0 |
0 |
|
5000 |
31,83 |
41,20 |
-2,15 |
0 |
0 |
0 |
0 |
|
6300 |
26,60 |
35,97 |
-5,36 |
0 |
0 |
0 |
0 |
|
8000 |
20,56 |
29,92 |
-8,79 |
|
|
|
|
|
10000 |
11,65 |
21,01 |
-14,81 |
Nord2000 - Road Traffic - Straight Road - Case No. 103
|
Non-flat valley-shaped terrain, hr=1.5, u=3, ö=180 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
48,23 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
57,60 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
47,05 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,55 |
55,91 |
6,01 |
zu |
10 |
m |
|
|
31,5 |
44,90 |
54,26 |
5,97 |
u |
3 |
m/s |
|
|
40 |
45,34 |
54,70 |
5,89 |
ö |
180 |
° |
|
|
50 |
46,41 |
55,77 |
5,75 |
su |
0,5 |
m/s |
|
|
63 |
48,84 |
58,20 |
5,51 |
dt/dz |
0 |
°/m |
|
|
80 |
52,41 |
61,78 |
5,11 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,23 |
56,60 |
4,45 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
41,81 |
51,18 |
3,42 |
Ct2 |
0 |
K/s2 |
|
|
160 |
41,49 |
50,85 |
1,84 |
|
|
|
|
|
200 |
38,67 |
48,03 |
-0,53 |
|
|
|
|
|
250 |
35,89 |
45,26 |
-3,93 |
Terrain profile |
|
|
|
|
315 |
31,09 |
40,46 |
-8,01 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
28,73 |
38,09 |
-10,17 |
m |
m |
kNsm-4 |
m |
|
500 |
30,13 |
39,50 |
-10,47 |
3,25 |
0 |
20000 |
0 |
|
630 |
35,46 |
44,83 |
-7,24 |
5 |
0 |
200 |
0 |
|
800 |
36,45 |
45,82 |
-8,66 |
7 |
0 |
200 |
0 |
|
1000 |
43,48 |
52,85 |
-3,92 |
30 |
-1 |
200 |
0 |
|
1250 |
36,26 |
45,62 |
-11,04 |
50 |
0 |
200 |
0 |
|
1600 |
41,85 |
51,22 |
-4,58 |
60 |
0 |
200 |
0 |
|
2000 |
30,92 |
40,29 |
-13,46 |
80 |
-2 |
200 |
0 |
|
2500 |
36,57 |
45,93 |
-5,65 |
100 |
0 |
0 |
0 |
|
3150 |
23,17 |
32,53 |
-15,77 |
0 |
0 |
0 |
0 |
|
4000 |
28,76 |
38,13 |
-8,15 |
0 |
0 |
0 |
0 |
|
5000 |
14,18 |
23,55 |
-19,36 |
0 |
0 |
0 |
0 |
|
6300 |
19,03 |
28,40 |
-12,98 |
0 |
0 |
0 |
0 |
|
8000 |
2,39 |
11,75 |
-26,57 |
|
|
|
|
|
10000 |
3,82 |
13,19 |
-22,64 |
Nord2000 - Road Traffic - Straight Road - Case No. 104
|
Non-flat valley-shaped terrain, hr=4, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
55,77 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
65,14 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
53,90 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
4 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,46 |
55,83 |
5,93 |
zu |
10 |
m |
|
|
31,5 |
44,79 |
54,15 |
5,86 |
u |
0 |
m/s |
|
|
40 |
45,19 |
54,56 |
5,75 |
ö |
0 |
° |
|
|
50 |
46,22 |
55,58 |
5,56 |
su |
0,5 |
m/s |
|
|
63 |
48,59 |
57,96 |
5,27 |
dt/dz |
0 |
°/m |
|
|
80 |
52,10 |
61,47 |
4,80 |
sdt/dz |
0 |
°/m |
|
|
100 |
46,84 |
56,21 |
4,07 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
41,37 |
50,74 |
2,99 |
Ct2 |
0 |
K/s2 |
|
|
160 |
41,11 |
50,47 |
1,46 |
|
|
|
|
|
200 |
38,67 |
48,03 |
-0,53 |
|
|
|
|
|
250 |
37,83 |
47,20 |
-1,98 |
Terrain profile |
|
|
|
|
315 |
35,60 |
44,96 |
-3,51 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
37,38 |
46,74 |
-1,52 |
m |
m |
kNsm-4 |
m |
|
500 |
39,09 |
48,45 |
-1,51 |
3,25 |
0 |
20000 |
0 |
|
630 |
43,42 |
52,79 |
0,72 |
5 |
0 |
200 |
0 |
|
800 |
46,41 |
55,77 |
1,30 |
7 |
0 |
200 |
0 |
|
1000 |
48,68 |
58,05 |
1,29 |
30 |
-1 |
200 |
0 |
|
1250 |
48,86 |
58,22 |
1,56 |
50 |
0 |
200 |
0 |
|
1600 |
47,50 |
56,87 |
0,79 |
60 |
0 |
200 |
0 |
|
2000 |
45,76 |
55,12 |
0,60 |
80 |
-2 |
200 |
0 |
|
2500 |
41,87 |
51,24 |
-0,52 |
100 |
0 |
0 |
0 |
|
3150 |
38,49 |
47,85 |
-1,16 |
0 |
0 |
0 |
0 |
|
4000 |
33,51 |
42,88 |
-3,61 |
0 |
0 |
0 |
0 |
|
5000 |
29,56 |
38,93 |
-4,56 |
0 |
0 |
0 |
0 |
|
6300 |
22,71 |
32,07 |
-9,46 |
0 |
0 |
0 |
0 |
|
8000 |
17,88 |
27,24 |
-11,54 |
|
|
|
|
|
10000 |
7,98 |
17,35 |
-18,37 |
Nord2000 - Road Traffic - Straight Road - Case No. 111
|
Non-flat hill-shaped terrain, hr=1.5, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
35,18 |
dB |
|
V |
80 |
km/t |
|
|
LAE |
44,54 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
34,22 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
Hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
Z0 |
0,05 |
m |
|
|
25 |
46,60 |
55,96 |
6,06 |
zu |
10 |
m |
|
|
31,5 |
45,00 |
54,36 |
6,07 |
u |
0 |
m/s |
|
|
40 |
45,40 |
54,77 |
5,95 |
ö |
0 |
° |
|
|
50 |
46,22 |
55,58 |
5,56 |
su |
0,5 |
m/s |
|
|
63 |
47,94 |
57,31 |
4,62 |
dt/dz |
0 |
°/m |
|
|
80 |
50,40 |
59,77 |
3,10 |
sdt/dz |
0 |
°/m |
|
|
100 |
43,76 |
53,13 |
0,98 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
36,24 |
45,61 |
-2,15 |
Ct2 |
0 |
K/s2 |
|
|
160 |
32,72 |
42,08 |
-6,93 |
|
|
|
|
|
200 |
26,29 |
35,66 |
-12,91 |
|
|
|
|
|
250 |
21,43 |
30,79 |
-18,39 |
Terrain profile |
|
|
|
|
315 |
15,05 |
24,41 |
-24,06 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
12,65 |
22,02 |
-26,25 |
m |
m |
kNsm-4 |
m |
|
500 |
15,89 |
25,25 |
-24,72 |
3,25 |
0 |
20000 |
0 |
|
630 |
19,57 |
28,94 |
-23,13 |
5 |
0 |
200 |
0 |
|
800 |
23,29 |
32,66 |
-21,82 |
7 |
0 |
200 |
0 |
|
1000 |
26,31 |
35,68 |
-21,08 |
25 |
1,5 |
200 |
0 |
|
1250 |
26,00 |
35,36 |
-21,30 |
35 |
1,5 |
200 |
0 |
|
1600 |
24,13 |
33,49 |
-22,28 |
60 |
-1 |
200 |
0 |
|
2000 |
22,01 |
31,38 |
-22,84 |
70 |
-1 |
200 |
0 |
|
2500 |
19,34 |
28,70 |
-22,54 |
100 |
0 |
0 |
0 |
|
3150 |
16,87 |
26,23 |
-22,18 |
0 |
0 |
0 |
0 |
|
4000 |
14,51 |
23,87 |
-21,98 |
0 |
0 |
0 |
0 |
|
5000 |
11,54 |
20,91 |
-22,15 |
0 |
0 |
0 |
0 |
|
6300 |
8,44 |
17,80 |
-23,41 |
0 |
0 |
0 |
0 |
|
8000 |
2,87 |
12,23 |
-26,53 |
|
|
|
|
|
10000 |
-5,03 |
4,34 |
-31,62 |
Nord2000 - Road Traffic - Straight Road - Case No. 112
|
Non-flat hill-shaped terrain, hr=1.5, u=3, ö=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
45,15 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
54,52 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
43,76 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,64 |
56,01 |
6,11 |
zu |
10 |
m |
|
|
31,5 |
45,06 |
54,43 |
6,14 |
u |
3 |
m/s |
|
|
40 |
45,49 |
54,86 |
6,04 |
ö |
0 |
° |
|
|
50 |
46,34 |
55,70 |
5,68 |
su |
0,5 |
m/s |
|
|
63 |
48,09 |
57,46 |
4,76 |
dt/dz |
0 |
°/m |
|
|
80 |
50,57 |
59,94 |
3,26 |
sdt/dz |
0 |
°/m |
|
|
100 |
44,01 |
53,38 |
1,23 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
36,72 |
46,08 |
-1,67 |
Ct2 |
0 |
K/s2 |
|
|
160 |
33,62 |
42,98 |
-6,03 |
|
|
|
|
|
200 |
28,08 |
37,44 |
-11,12 |
|
|
|
|
|
250 |
25,06 |
34,42 |
-14,76 |
Terrain profile |
|
|
|
|
315 |
23,08 |
32,45 |
-16,02 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
23,65 |
33,01 |
-15,25 |
m |
m |
kNsm-4 |
m |
|
500 |
27,39 |
36,75 |
-13,22 |
3,25 |
0 |
20000 |
0 |
|
630 |
31,68 |
41,04 |
-11,03 |
5 |
0 |
200 |
0 |
|
800 |
35,20 |
44,56 |
-9,91 |
7 |
0 |
200 |
0 |
|
1000 |
37,44 |
46,80 |
-9,96 |
25 |
1,5 |
200 |
0 |
|
1250 |
36,83 |
46,20 |
-10,47 |
35 |
1,5 |
200 |
0 |
|
1600 |
36,55 |
45,92 |
-10,04 |
60 |
-1 |
200 |
0 |
|
2000 |
35,52 |
44,88 |
-9,18 |
70 |
-1 |
200 |
0 |
|
2500 |
33,14 |
42,50 |
-8,47 |
100 |
0 |
0 |
0 |
|
3150 |
31,04 |
40,40 |
-7,56 |
0 |
0 |
0 |
0 |
|
4000 |
28,22 |
37,58 |
-7,93 |
0 |
0 |
0 |
0 |
|
5000 |
24,21 |
33,58 |
-9,24 |
0 |
0 |
0 |
0 |
|
6300 |
20,30 |
29,67 |
-11,15 |
0 |
0 |
0 |
0 |
|
8000 |
14,65 |
24,01 |
-14,18 |
|
|
|
|
|
10000 |
6,64 |
16,00 |
-19,48 |
Nord2000 - Road Traffic - Straight Road - Case No. 113
|
Non-flat hill-shaped terrain, hr=1.5, u=3, ö=180 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
34,35 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
43,72 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
32,99 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,60 |
55,96 |
6,06 |
zu |
10 |
m |
|
|
31,5 |
45,00 |
54,36 |
6,07 |
u |
3 |
m/s |
|
|
40 |
45,43 |
54,80 |
5,98 |
ö |
180 |
° |
|
|
50 |
46,36 |
55,73 |
5,71 |
su |
0,5 |
m/s |
|
|
63 |
48,37 |
57,73 |
5,04 |
dt/dz |
0 |
°/m |
|
|
80 |
51,14 |
60,50 |
3,83 |
sdt/dz |
0 |
°/m |
|
|
100 |
44,69 |
54,06 |
1,91 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
37,24 |
46,60 |
-1,15 |
Ct2 |
0 |
K/s2 |
|
|
160 |
33,79 |
43,15 |
-5,86 |
|
|
|
|
|
200 |
27,03 |
36,40 |
-12,16 |
|
|
|
|
|
250 |
23,89 |
33,25 |
-15,93 |
Terrain profile |
|
|
|
|
315 |
19,88 |
29,24 |
-19,23 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
13,06 |
22,42 |
-25,84 |
m |
m |
kNsm-4 |
m |
|
500 |
6,97 |
16,34 |
-33,64 |
3,25 |
0 |
20000 |
0 |
|
630 |
7,43 |
16,79 |
-35,28 |
5 |
0 |
200 |
0 |
|
800 |
12,30 |
21,67 |
-32,81 |
7 |
0 |
200 |
0 |
|
1000 |
17,69 |
27,05 |
-29,71 |
25 |
1,5 |
200 |
0 |
|
1250 |
20,74 |
30,10 |
-26,56 |
35 |
1,5 |
200 |
0 |
|
1600 |
21,78 |
31,15 |
-23,87 |
60 |
-1 |
200 |
0 |
|
2000 |
22,43 |
31,79 |
-21,88 |
70 |
-1 |
200 |
0 |
|
2500 |
21,43 |
30,80 |
-20,27 |
100 |
0 |
0 |
0 |
|
3150 |
19,86 |
29,22 |
-19,36 |
0 |
0 |
0 |
0 |
|
4000 |
17,44 |
26,81 |
-19,50 |
0 |
0 |
0 |
0 |
|
5000 |
13,69 |
23,05 |
-20,60 |
0 |
0 |
0 |
0 |
|
6300 |
9,50 |
18,87 |
-22,82 |
0 |
0 |
0 |
0 |
|
8000 |
3,26 |
12,62 |
-26,33 |
|
|
|
|
|
10000 |
-4,83 |
4,54 |
-31,46 |
Nord2000 - Road Traffic - Straight Road -
Case No. 114
|
Non-flat hill-shaped terrain, hr=4, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
36,74 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
46,10 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
35,48 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
4 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,50 |
55,87 |
5,97 |
zu |
10 |
m |
|
|
31,5 |
44,83 |
54,19 |
5,90 |
u |
0 |
m/s |
|
|
40 |
45,09 |
54,46 |
5,65 |
ö |
0 |
° |
|
|
50 |
45,69 |
55,05 |
5,04 |
su |
0,5 |
m/s |
|
|
63 |
47,02 |
56,38 |
3,70 |
dt/dz |
0 |
°/m |
|
|
80 |
49,00 |
58,37 |
1,70 |
sdt/dz |
0 |
°/m |
|
|
100 |
41,77 |
51,14 |
-1,00 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
33,61 |
42,98 |
-4,77 |
Ct2 |
0 |
K/s2 |
|
|
160 |
31,37 |
40,73 |
-8,28 |
|
|
|
|
|
200 |
29,39 |
38,75 |
-9,81 |
|
|
|
|
|
250 |
27,28 |
36,65 |
-12,53 |
Terrain profile |
|
|
|
|
315 |
20,70 |
30,07 |
-18,40 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
16,99 |
26,35 |
-21,91 |
m |
m |
kNsm-4 |
m |
|
500 |
19,66 |
29,02 |
-20,95 |
3,25 |
0 |
20000 |
0 |
|
630 |
22,58 |
31,94 |
-20,12 |
5 |
0 |
200 |
0 |
|
800 |
25,49 |
34,85 |
-19,62 |
7 |
0 |
200 |
0 |
|
1000 |
28,18 |
37,54 |
-19,21 |
25 |
1,5 |
200 |
0 |
|
1250 |
28,38 |
37,74 |
-18,92 |
35 |
1,5 |
200 |
0 |
|
1600 |
27,51 |
36,88 |
-18,76 |
60 |
-1 |
200 |
0 |
|
2000 |
25,95 |
35,32 |
-18,80 |
70 |
-1 |
200 |
0 |
|
2500 |
22,93 |
32,29 |
-19,06 |
100 |
0 |
0 |
0 |
|
3150 |
19,70 |
29,07 |
-19,53 |
0 |
0 |
0 |
0 |
|
4000 |
16,31 |
25,68 |
-20,30 |
0 |
0 |
0 |
0 |
|
5000 |
12,27 |
21,64 |
-21,44 |
0 |
0 |
0 |
0 |
|
6300 |
8,43 |
17,79 |
-23,30 |
0 |
0 |
0 |
0 |
|
8000 |
2,73 |
12,09 |
-26,42 |
|
|
|
|
|
10000 |
-4,74 |
4,63 |
-31,08 |
Nord2000 - Road Traffic - Straight Road - Case No. 121 |
Forest, hr=1.5, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
42,17 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
51,54 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
42,00 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,59 |
55,96 |
6,06 |
zu |
10 |
m |
|
|
31,5 |
44,97 |
54,33 |
6,04 |
u |
0 |
m/s |
|
|
40 |
45,45 |
54,82 |
6,01 |
ö |
0 |
° |
|
|
50 |
46,59 |
55,95 |
5,93 |
su |
0,5 |
m/s |
|
|
63 |
49,10 |
58,47 |
5,78 |
dt/dz |
0 |
°/m |
|
|
80 |
52,80 |
62,17 |
5,50 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,78 |
57,15 |
5,01 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
42,56 |
51,93 |
4,17 |
Ct2 |
0 |
K/s2 |
|
|
160 |
42,47 |
51,83 |
2,82 |
|
|
|
|
|
200 |
39,88 |
49,24 |
0,68 |
|
|
|
|
|
250 |
37,18 |
46,55 |
-2,63 |
Terrain profile |
|
|
|
|
315 |
31,44 |
40,80 |
-7,67 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
28,30 |
37,67 |
-10,60 |
m |
m |
kNsm-4 |
m |
|
500 |
30,03 |
39,40 |
-10,57 |
3,25 |
0 |
20000 |
0 |
|
630 |
31,51 |
40,87 |
-11,20 |
5 |
0 |
200 |
0 |
|
800 |
32,68 |
42,05 |
-12,43 |
100 |
0 |
0 |
0 |
|
1000 |
33,53 |
42,89 |
-13,87 |
0 |
0 |
0 |
0 |
|
1250 |
32,70 |
42,07 |
-14,59 |
0 |
0 |
0 |
0 |
|
1600 |
31,36 |
40,73 |
-15,06 |
0 |
0 |
0 |
0 |
|
2000 |
29,36 |
38,73 |
-15,60 |
0 |
0 |
0 |
0 |
|
2500 |
26,01 |
35,37 |
-16,21 |
0 |
0 |
0 |
0 |
|
3150 |
22,48 |
31,84 |
-17,03 |
0 |
0 |
0 |
0 |
|
4000 |
18,72 |
28,09 |
-18,16 |
0 |
0 |
0 |
0 |
|
5000 |
14,08 |
23,44 |
-19,91 |
0 |
0 |
0 |
0 |
|
6300 |
9,48 |
18,84 |
-22,46 |
0 |
0 |
0 |
0 |
|
8000 |
3,07 |
12,44 |
-26,18 |
|
|
|
|
|
10000 |
-5,15 |
4,22 |
-31,53 |
Nord2000 - Road Traffic - Straight Road - Case No. 122
|
Forest, hr=1.5, u=3, ö=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
44,29 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
53,66 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
43,19 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,63 |
56,00 |
6,10 |
zu |
10 |
m |
|
|
31,5 |
45,00 |
54,37 |
6,08 |
u |
3 |
m/s |
|
|
40 |
45,48 |
54,85 |
6,03 |
ö |
0 |
° |
|
|
50 |
46,61 |
55,98 |
5,95 |
su |
0,5 |
m/s |
|
|
63 |
49,13 |
58,49 |
5,80 |
dt/dz |
0 |
°/m |
|
|
80 |
52,84 |
62,20 |
5,53 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,83 |
57,19 |
5,05 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
42,64 |
52,00 |
4,25 |
Ct2 |
0 |
K/s2 |
|
|
160 |
42,60 |
51,97 |
2,96 |
|
|
|
|
|
200 |
40,11 |
49,48 |
0,91 |
|
|
|
|
|
250 |
37,62 |
46,98 |
-2,20 |
Terrain profile |
|
|
|
|
315 |
32,63 |
41,99 |
-6,48 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
30,84 |
40,20 |
-8,06 |
m |
m |
kNsm-4 |
m |
|
500 |
33,11 |
42,47 |
-7,50 |
3,25 |
0 |
20000 |
0 |
|
630 |
34,90 |
44,27 |
-7,80 |
5 |
0 |
200 |
0 |
|
800 |
36,19 |
45,56 |
-8,91 |
100 |
0 |
0 |
0 |
|
1000 |
36,49 |
45,85 |
-10,91 |
0 |
0 |
0 |
0 |
|
1250 |
35,14 |
44,50 |
-12,16 |
0 |
0 |
0 |
0 |
|
1600 |
34,03 |
43,39 |
-12,99 |
0 |
0 |
0 |
0 |
|
2000 |
31,54 |
40,91 |
-13,84 |
0 |
0 |
0 |
0 |
|
2500 |
27,80 |
37,16 |
-14,69 |
0 |
0 |
0 |
0 |
|
3150 |
23,88 |
33,25 |
-15,80 |
0 |
0 |
0 |
0 |
|
4000 |
19,91 |
29,27 |
-17,10 |
0 |
0 |
0 |
0 |
|
5000 |
15,23 |
24,60 |
-18,85 |
0 |
0 |
0 |
0 |
|
6300 |
10,60 |
19,97 |
-21,41 |
0 |
0 |
0 |
0 |
|
8000 |
4,16 |
13,53 |
-25,15 |
|
|
|
|
|
10000 |
-4,08 |
5,29 |
-30,51 |
Nord2000 - Road Traffic - Straight Road - Case No. 123
|
Forest, hr=1.5, u=3, ö=180 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
38,24 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
47,61 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
38,68 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
1,5 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,59 |
55,96 |
6,05 |
zu |
10 |
m |
|
|
31,5 |
44,94 |
54,31 |
6,02 |
u |
3 |
m/s |
|
|
40 |
45,38 |
54,74 |
5,93 |
ö |
180 |
° |
|
|
50 |
46,43 |
55,80 |
5,77 |
su |
0,5 |
m/s |
|
|
63 |
48,84 |
58,20 |
5,51 |
dt/dz |
0 |
°/m |
|
|
80 |
52,39 |
61,75 |
5,08 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,18 |
56,55 |
4,41 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
41,76 |
51,12 |
3,37 |
Ct2 |
0 |
K/s2 |
|
|
160 |
41,45 |
50,81 |
1,80 |
|
|
|
|
|
200 |
38,61 |
47,98 |
-0,58 |
|
|
|
|
|
250 |
35,63 |
44,99 |
-4,19 |
Terrain profile |
|
|
|
|
315 |
29,42 |
38,78 |
-9,69 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
25,40 |
34,77 |
-13,50 |
m |
m |
kNsm-4 |
m |
|
500 |
26,51 |
35,88 |
-14,10 |
3,25 |
0 |
20000 |
0 |
|
630 |
27,47 |
36,83 |
-15,24 |
5 |
0 |
200 |
0 |
|
800 |
27,59 |
36,96 |
-17,52 |
100 |
0 |
0 |
0 |
|
1000 |
27,34 |
36,70 |
-20,06 |
0 |
0 |
0 |
0 |
|
1250 |
25,44 |
34,81 |
-21,86 |
0 |
0 |
0 |
0 |
|
1600 |
22,19 |
31,55 |
-23,44 |
0 |
0 |
0 |
0 |
|
2000 |
19,02 |
28,39 |
-25,14 |
0 |
0 |
0 |
0 |
|
2500 |
14,95 |
24,32 |
-26,50 |
0 |
0 |
0 |
0 |
|
3150 |
10,75 |
20,12 |
-28,05 |
0 |
0 |
0 |
0 |
|
4000 |
6,38 |
15,75 |
-29,86 |
0 |
0 |
0 |
0 |
|
5000 |
1,09 |
10,46 |
-32,33 |
0 |
0 |
0 |
0 |
|
6300 |
-4,13 |
5,24 |
-35,59 |
0 |
0 |
0 |
0 |
|
8000 |
-10,91 |
-1,55 |
-39,79 |
|
|
|
|
|
10000 |
-19,74 |
-10,37 |
-45,83 |
Nord2000 - Road Traffic - Straight Road - Case No. 124
|
Forest, hr=4, u=0 |
|
|
|
|
|
|
|
|
|
Traffic parameters |
|
|
|
|
Calculated sound levels |
|
|
|
Nvc |
10000 |
veh. per T |
|
|
LAeq,24h |
42,56 |
dB |
|
v |
80 |
km/t |
|
|
LAE |
51,93 |
dB |
|
T |
24 |
hours |
|
|
LAmax |
42,62 |
dB |
|
|
|
|
|
|
0 |
|
|
|
Propagation parameters |
|
|
|
|
Calculated spectra |
|
|
|
hr |
4 |
m |
|
|
Freq. |
Leq,24h |
LE |
dL |
t0 |
15 |
°C |
|
|
Hz |
dB |
dB |
dB |
z0 |
0,05 |
m |
|
|
25 |
46,50 |
55,87 |
5,97 |
zu |
10 |
m |
|
|
31,5 |
44,84 |
54,21 |
5,92 |
u |
0 |
m/s |
|
|
40 |
45,27 |
54,64 |
5,83 |
ö |
0 |
° |
|
|
50 |
46,33 |
55,70 |
5,68 |
su |
0,5 |
m/s |
|
|
63 |
48,75 |
58,11 |
5,42 |
dt/dz |
0 |
°/m |
|
|
80 |
52,31 |
61,67 |
5,01 |
sdt/dz |
0 |
°/m |
|
|
100 |
47,11 |
56,48 |
4,34 |
Cv2 |
0,5 |
m4/3/s2 |
|
|
125 |
41,69 |
51,06 |
3,31 |
Ct2 |
0 |
K/s2 |
|
|
160 |
41,43 |
50,80 |
1,79 |
|
|
|
|
|
200 |
38,87 |
48,24 |
-0,32 |
|
|
|
|
|
250 |
36,86 |
46,23 |
-2,95 |
Terrain profile |
|
|
|
315 |
33,43 |
42,79 |
-5,68 |
X |
Z |
Flow res. |
Roughn. |
|
400 |
31,71 |
41,07 |
-7,19 |
m |
m |
kNsm-4 |
m |
|
500 |
32,34 |
41,71 |
-8,26 |
3,25 |
0 |
20000 |
0 |
|
630 |
32,97 |
42,34 |
-9,73 |
5 |
0 |
200 |
0 |
|
800 |
33,61 |
42,97 |
-11,50 |
100 |
0 |
0 |
0 |
|
1000 |
34,06 |
43,42 |
-13,33 |
0 |
0 |
0 |
0 |
|
1250 |
33,09 |
42,45 |
-14,21 |
0 |
0 |
0 |
0 |
|
1600 |
31,67 |
41,04 |
-14,73 |
0 |
0 |
0 |
0 |
|
2000 |
29,64 |
39,00 |
-15,31 |
0 |
0 |
0 |
0 |
|
2500 |
26,26 |
35,62 |
-15,94 |
0 |
0 |
0 |
0 |
|
3150 |
22,68 |
32,04 |
-16,82 |
0 |
0 |
0 |
0 |
|
4000 |
18,88 |
28,25 |
-17,99 |
0 |
0 |
0 |
0 |
|
5000 |
14,22 |
23,59 |
-19,75 |
0 |
0 |
0 |
0 |
|
6300 |
9,59 |
18,96 |
-22,34 |
0 |
0 |
0 |
0 |
|
8000 |
3,18 |
12,54 |
-26,08 |
|
|
|
|
|
10000 |
-5,03 |
4,33 |
-31,41 |
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Version 1.0 July 2005, © Danish Environmental Protection Agency
|