Mapping Noise from Motorised Transport in the Context of Infrastructure Management
<p>Noise emission map showing noise expressed by L<sub>den.</sub></p> "> Figure 2
<p>Noise emission map showing noise expressed by L<sub>den.</sub></p> "> Figure 3
<p>Noise emission map showing noise expressed by L<sub>den.</sub></p> "> Figure 4
<p>Emission map showing noise expressed as L<sub>Aeq.</sub></p> "> Figure 5
<p>Emission map showing noise expressed as L<sub>Aeq.</sub></p> "> Figure 6
<p>Emission map showing noise expressed as L<sub>Aeq.</sub></p> "> Figure 7
<p>Map of acoustically protected areas with permissible noise levels expressed in L<sub>den</sub> and L<sub>Aeq</sub> indicators.</p> "> Figure 8
<p>Map of acoustically protected areas with permissible noise levels expressed in L<sub>den</sub> and L<sub>Aeq</sub> indicators.</p> "> Figure 9
<p>Map of acoustically protected areas with permissible noise levels expressed in L<sub>den</sub> and L<sub>Aeq</sub> indicators.</p> "> Figure 10
<p>Map of noise-prone areas in which the permissible noise levels expressed in L<sub>den</sub> are exceeded.</p> "> Figure 11
<p>Map of noise-prone areas in which the permissible noise levels expressed in L<sub>den</sub> are exceeded.</p> "> Figure 12
<p>Map of noise-prone areas in which the permissible noise levels expressed in L<sub>den</sub> are exceeded.</p> ">
Abstract
:1. Introduction
2. Materials and Methods
2.1. Related Studies and Guidelines
2.2. Methods and Data Used to Perform Acoustic Calculations
- LD—long-term average A sound level expressed in dB, determined during all daytime periods of the year, including the time of day (understood as the interval from 06:00 to 18:00 h);
- LW—long-term average sound level A expressed in dB, determined over all the evening periods of a year, including the daytime (defined as the interval from 18:00 to 22:00);
- LN—long-term average sound level A expressed in dB, determined during all the night periods of the year (understood as the time interval from 22:00 to 06:00).
2.3. Testing Ground
- Geometrical parameters of the noise source (road): type and technical condition of the road surface, cross-section of the road (width of the carriageway, number of lanes, width of the separation lane), location of the road about the ground level (on an embankment, in a trench, at ground level), and location of engineering structures limiting noise emissions (acoustic screens);
- Traffic parameters: traffic volume and structure (number of light and heavy vehicles), average traffic speed, type of traffic (smooth, interrupted, accelerated, and decelerating);
- Independent parameters: topography and land cover between the noise source and the receptor point, and meteorological conditions;
- Meteorological conditions (configured in CadnaA): temperature, air humidity, wind speed, and direction.
- Traffic intensity: The traffic volume values on the individual road sections included in the scope of this study were estimated based on the traffic volume measurements carried out on the separate segments of the analysed roads. The 24-h average traffic volumes used in the calculations, categorised into daily and annual numbers of vehicles, are shown in the table below.
- Traffic speed: For these calculations, the average speed of vehicle traffic was assumed to be equal to the maximum permissible speed of vehicles at a given time of day. The permissible traffic speeds were determined according to the list of vertical signs provided by the Contracting Authority.
- Type and condition of the road surface: The type and condition of the pavement in the calculation model were adopted by the actual condition observed during site visits conducted for noise level field measurements.
- Landforms and screening objects: For this study, a Numerical Terrain Model (NMT) layer and a Topographic Database (BDOT) were obtained from the resources of the Head Office of Geodesy and Cartography (GUGiK) [72]. The data received enabled the appropriate modelling of the nullification of individual road sections in relation to neighbouring areas, the landform in the immediate vicinity, and objects of a reflective and screening nature.
2.4. Description of the Calculation Model Calibration Methodology
- Complete geometry of the individual road sections,
- Traffic volume and vehicle speeds observed during the noise measurements,
- Type of pavement—based on visual inspection,
- Geometry of shielding, attenuating and reflecting objects,
- Elevation model of the area.
3. Results and Discussion
3.1. Results of the Strategic Noise Map Development
- Protective zone ‘A’ of the spa,
- Hospital areas outside the city.
- Areas of single-family residential development,
- Areas of buildings connected with permanent or temporary residence of children and young people,
- Areas of social housing,
- Urban hospital areas.
- Areas of multi-family residential development and collective residence,
- Areas of farm buildings,
- Recreation and leisure areas,
- Residential and service areas.
- Protective zone ‘A’ of the spa,
- Areas of hospitals outside the city.
- Areas of single-family housing development,
- Areas of buildings connected with permanent or long-term residence of children and young people,
- Areas of social housing,
- Urban hospital areas,
- Areas of multi-family residential development and collective residence,
- Areas of farm buildings,
- Recreation and leisure areas,
- Residential and service areas.
3.2. Population Figures Exposed to Noise
- Significant annoyance (HA, from high annoyance),
- High sleep disturbance (HSD),
- Ischaemic heart disease (IHD).
3.3. Strategic Noise Map for County Roads
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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No. | Type of Terrain | The Permissible Noise Level in (dB) | |||
---|---|---|---|---|---|
Roads or Railway Lines | Other Facilities and Noise-Generating Activities | ||||
LAeq Time Reference Interval Equal to 16 h | LAeq 8 h Post-Elevation Time Interval | LAeq Reference Time Interval Equal to the 8 Least Favourable Hours of the Day Consecutively | LAeq Time Reference Interval Equal to 1 Least Favourable Hour of the Night | ||
1 | (a) Spa protection zone ‘A’ (b) Hospital areas outside the city | 50 | 45 | 45 | 40 |
2 | (a) Areas of single-family residential development (b) Areas of buildings connected with permanent or long-term residence of children and young people (c) Social housing areas (d) Hospital areas in cities | 61 | 56 | 50 | 40 |
3 | (a) Areas of multi-family residential development and collective housing (b) Areas of homestead development (c) Recreation and leisure areas (d) Residential and service areas | 65 | 56 | 55 | 45 |
4 | Areas in the inner city zone of cities with more than 100,000 inhabitants | 68 | 60 | 55 | 45 |
No. | Type of Terrain | The Permissible Noise Level in [dB] | |||
---|---|---|---|---|---|
Roads or Railway Lines | Other Facilities and Noise-Generating Activities | ||||
Lden Reference Time Interval Equal to All Days of the Year | LAeq Reference Time Interval Equal to All Times of the Night | Lden Reference Time Interval Equal to All Days of the Year | LAeq Reference Time Interval Equal to All Times of the Night | ||
1 | (a) Spa protection zone ‘A’ (b) Hospital areas outside the city | 50 | 45 | 45 | 40 |
2 | (a) Areas of single-family residential development (b) Areas of buildings connected with permanent or long-term residence of children and young people (c) Social housing areas (d) Hospital areas in cities | 64 | 59 | 50 | 40 |
3 | (a) Areas of multi-family residential development and collective housing (b) Areas of homestead development (c) Recreation and leisure areas (d) Residential and service areas | 68 | 59 | 55 | 45 |
4 | Areas in the inner city zone of cities with more than 100,000 inhabitants | 70 | 65 | 55 | 45 |
Road Number | Street Name | Vehicles/Year | Length (m) | GPS Coordinates in the 1992 System | |
---|---|---|---|---|---|
Start of Road Section X/Y | End of Road Section X/Y | ||||
1503 | Grodzisk Mazowiecki—Siestrzeń Ojrzanów | 3,901,120 | 8060 | 472,176.28/ 611,955.16 | 467,138.46/617,626.89 |
1505 | Grodzisk Mazowiecki—Józefina | 4,113,915 | 2870 | 472,031.80/ 611,317.31 | 469,229.06/611,540.84 |
1511 | Milanówek—Falęcin—Kotowice | 5,114,380 | 620 | 474,633.94/ 613,882.26 | 474,284.26/614,061.16 |
1526 | Grodzisk Mazowiecki—Milanówek | 3,935,795 | 1200 | 472,789.29/ 611,620.36 | 473,320.31/612,598.64 |
Road | Road Class | Width of Right-of-Way (m) | Surface Width (m) | Width of Roadway (m) | Number of Roadways | Number of Lanes | Type of Surface |
---|---|---|---|---|---|---|---|
Droga 1503W: Grodzisk Maz.—Siestrzeń— Ojrzanów, ul. Nadarzyńska | Main road (G) | up to 25 | 6–7 | 8–9 | 1 | 2 (1 in each direction) | Bituminous mass |
Droga 1505W: Grodzisk Maz.—Józefina | Collective (Z) | 20 | 6.5–7.5 | 8–9 | 1 | 2 (1 in each direction) | Bituminous mass |
Droga 1526W: Grodzisk Mazowiecki ul. 3-go Maja, Milanówek ul. Dębowa | Collective (Z) | 20 | 6.7–7.2 | 8–9 | 1 | 2 (1 in each direction) | Bituminous mass |
Droga 1511W: Milanówek—Falęcin—Kotowice, ul. Kazimierzowska, ul. Nowowiejska, ul. Piłsudskiego, ul. Dębowa, ul. Smoleńskiego, ul. Kościelna, ul. Kościuszki | Collective (Z) | 20 | 5.9–6.2 | 6.5–7.5 | 1 | 2 (1 in each direction) | Bituminous mass |
Street | Measured Value (dB) | Calculated Value (dB) | Difference (dB) | |||
---|---|---|---|---|---|---|
LAeq D | LAeq N | LAeq D | LAeq N | LAeq D | LAeq N | |
ul. Nadarzyńska | 67.2 | 61.4 | 66.9 | 60.9 | 0.3 | 0.5 |
3 Maja | 67.4 | 61.1 | 66.2 | 60.3 | 1.2 | 0.8 |
ul. Smoleńskiego | 65.1 | 60.2 | 64.8 | 59.6 | 0.3 | 0.6 |
Grodzisk County | Lden | LAeq | ||||||
---|---|---|---|---|---|---|---|---|
1–5 dB | 5.1–10 dB | 10.1–15 dB | >15 dB | 1–5 dB | 5.1–10 dB | 10.1–15 dB | >15 dB | |
Area (km2) | 0.114 | 0.012 | 0.000 | 0.000 | 0.022 | 0.000 | 0.000 | 0.000 |
Number of residential units | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
Number of residents | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
Facilities for the permanent or temporary stay of children and young persons | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
Healthcare facilities | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
Social welfare facilities | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
Grodzisk County | Lden | LAeq | ||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
55–59 dB | 60–64 dB | 65–69 dB | 70–74 dB | 75–79 dB | +80 dB | 50–54 dB | 55–59 dB | 60–64 dB | 65–69 dB | 70–74 dB | +75 dB | |
Area (km2) | 0.836 | 0.527 | 0.367 | 0.169 | 0.000 | 0.000 | 0.572 | 0.410 | 0.230 | 0.008 | 0.000 | 0.000 |
Number of residential units | 372 | 301 | 232 | 0 | 0 | 0 | 252 | 312 | 11 | 0 | 0 | 0 |
Number of residents | 600 | 500 | 100 | 0 | 0 | 0 | 500 | 200 | 0 | 0 | 0 | 0 |
Facilities for the permanent or temporary stay of children and young persons | 1 | 3 | 4 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
Healthcare facilities | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
Social welfare facilities | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
County | The Number of People Affected by the Harmful Effects of Noise, as Expressed by the Indicator | ||
---|---|---|---|
HA | HSD | IHD | |
Grodzisk | 0 | 0 | 0 |
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Jaskowski, P.; Koniak, M.; Matijošius, J.; Kilikevičius, A. Mapping Noise from Motorised Transport in the Context of Infrastructure Management. Appl. Sci. 2025, 15, 1277. https://doi.org/10.3390/app15031277
Jaskowski P, Koniak M, Matijošius J, Kilikevičius A. Mapping Noise from Motorised Transport in the Context of Infrastructure Management. Applied Sciences. 2025; 15(3):1277. https://doi.org/10.3390/app15031277
Chicago/Turabian StyleJaskowski, Piotr, Marcin Koniak, Jonas Matijošius, and Artūras Kilikevičius. 2025. "Mapping Noise from Motorised Transport in the Context of Infrastructure Management" Applied Sciences 15, no. 3: 1277. https://doi.org/10.3390/app15031277
APA StyleJaskowski, P., Koniak, M., Matijošius, J., & Kilikevičius, A. (2025). Mapping Noise from Motorised Transport in the Context of Infrastructure Management. Applied Sciences, 15(3), 1277. https://doi.org/10.3390/app15031277