The results of this study are organized into three main sections, each addressing a critical aspect of the lighting system’s performance, as follows:
3.1. Simulation Results with Ideal Factory Values and Simulation Results
Simulations were performed using Dialux Evo software according to road type, following the UNE-EN13201 standard [
34]. It classifies roads used for pedestrian traffic as well as for various motorized vehicles. Variations in traffic and permitted speeds lead to a classification ranging from M6, with low traffic and minimum speeds, to M1, considered an arterial road due to its dense and continuous traffic.
The factory photometric matrix of the luminaire was taken, with which simulations were carried out with the three road layouts found in Ecuador. With these parameters, four new simulations were carried out with each luminaire matrix. These matrices were obtained from the goniophotometer test. The result of the simulation will be the average of the four matrices obtained from the test carried out.
In addition to the aforementioned considerations regarding road type, three variants were simulated regarding the arrangement of the luminaires. The three variants introduced for this research were the implementation of a unilateral lighting system, with all luminaires on the right side of the road, and a roadway width of 7.3 m with two lines, as shown in
Figure 2.
The road lighting configuration used in this study corresponds to a bilateral arrangement, in which luminaires are installed on both sides of the roadway. This setup is commonly employed in urban and interurban environments where symmetrical light distribution is required to ensure adequate visibility and uniformity across the entire road surface.
Figure 3 illustrates the spatial arrangement of the luminaires, highlighting their positioning relative to the road axis and the typical mounting height used in the simulations and measurements. This is a two-way configuration with six lines for each way. This configuration was selected to evaluate the photometric and electrical performance of the luminaires under realistic installation conditions.
The third road lighting configuration analyzed in this study corresponds to a staggered bilateral arrangement, commonly referred to as a “staggered arrangement” structure. In this layout, luminaires are installed on both sides of the roadway, but unlike the conventional bilateral configuration—where fixtures are positioned directly opposite each other—this setup features alternating placements. Each luminaire is offset and located at the midpoint between two luminaires on the opposite side, creating a staggered pattern that enhances light distribution and reduces shadowing effects.
Figure 4 illustrates this configuration, highlighting the spatial alternation and its implications for photometric performance. This is a two-way configuration with six lines for each way. This arrangement is particularly useful in scenarios where uniformity and visual comfort are prioritized, especially on roads with moderate to high traffic volumes.
In addition to the aforementioned considerations regarding the type of road and the arrangement of the luminaires, the following were taken into account regarding the distance between masts: a minimum distance of 15 m and a maximum of 50 m with a pitch of 1 m. Likewise, the height of the light point is a minimum of 6 m and a maximum of 10 m with a pitch of 0.5 m.
Another parameter that can be varied to better utilize the luminaire’s photometric characteristics during installation is the inclination of the luminaire-supporting arm, which was set within a range from 0° to 15° with a step width of 5°. For the light source projection, the parameter is from 0.5 m to 1 m with a step width of 0.5 m.
The factory values were compared with the average of the laboratory’s simulation results for the parameters of roadway luminance (), horizontal uniformity (), and longitudinal uniformity ().
The reliability and interpretation of the observed non-compliance rates for the average luminance () were enhanced through a statistical analysis. We calculated the 95% Wilson Score Confidence Intervals (CIs) for the true population proportion of non-compliant simulations across each road class. The observed failure rates () and their corresponding CIs are: as follows M1 ; M2 ; M3 ; M4 ; and M5 . Given that the lower bounds of the 95% CIs for classes M1 through M5 are all above zero, this statistical evidence supports the conclusion that the proportion of non-compliant scenarios based on measured data is significantly non-zero for these high-traffic road classes, validating the reported percentages as statistically reliable indicators of the failure risk.
The percentages indicated in the manuscript were calculated as the proportion of simulated scenarios that meet the regulatory requirement relative to the total number of scenarios evaluated for each road class and layout. Each scenario corresponds to a specific combination of the following:
Road type (M1–M6).
Luminaire layout (single-sided, double-sided, and alternating).
Optimal distance between luminaires determined in the simulation.
For example, for class M3, 22 simulations were performed (n = 22). If two of these meet the overall uniformity requirement, the reported percentage is (2/22) × 100 ≈ 9%. This calculation was applied similarly for luminance and uniformity.
Since M6 is a type of road that can be considered a service road in an urban area with access to residential or community areas, or even in tertiary locations, its use is less common.
Table 2 shows that 100% of the factory values meet the luminance requirement, and 66.67% of the simulation results exceed the minimum required value. Regarding horizontal uniformity, 100% of the factory values exceed the minimum required value, and 50% of the simulation results do not reach the minimum required value. Moreover, 100% of both factory and measured uniformities exceeded the minimum required value. The two-sided offset arrangement corresponds to an alternating installation on both sides of the track.
The M5 highway is located in residential areas with little heavy-freight traffic.
Table 3 shows that 70% of the factory-installed luminance values meet the minimum requirement, while 30% exceed it. However, 20% of the measured luminaires’ luminance levels fall below the minimum requirement. Analyzing the uniformity results, it is clear that 100% of the factory-installed horizontal uniformities exceed the minimum requirement, while 20% of the measured horizontal uniformities do not meet the minimum. Moreover, 100% of both factory-installed and measured longitudinal uniformities exceed the required value.
The M4 road is located in residential areas with some heavy-freight traffic.
Table 4 shows the factory luminance values, explained as follows: 50% of the luminaires meet the minimum requirement and the other 50% exceed it. In the case of the measured luminance, 10% do not reach the minimum required value. Regarding the uniformity results, 100% of the factory horizontal uniformities exceed the minimum requirement, while 25% of the measured horizontal uniformities do not meet the minimum value. Similarly, 15% of the factory longitudinal uniformities meet the minimum requirement, while the rest exceed it. Meanwhile, 25% of the measured longitudinal uniformities do not meet the minimum value.
The M3 highway has medium traffic, with some heavy-goods vehicle traffic, and may be in commercial areas. Lighting is required to provide comfort and safety for both drivers and pedestrians.
Table 5 shows that 27.27% of the factory luminance values meet the required minimum, while the rest exceed it. However, 18.18% of the measured luminance does not meet the required minimum. Analyzing the uniformity results, 9.09% of the factory horizontal uniformities meet the required minimum, while 18.18% of the measured horizontal uniformities do not meet the required minimum. Moreover, 18.18% of the factory longitudinal uniformities meet the required minimum, and 31.82% of the measured longitudinal uniformities do not meet the minimum.
The M2 roads connect the main thoroughfares of major cities. The factory-installed luminance values are shown in
Table 6. A total of 21.05% of the luminaires meet the minimum requirement, while the remaining luminaires exceed it. Of the measured luminance, 15.79% do not reach the minimum requirement. Regarding the uniformity results, 100% of the factory-installed horizontal uniformities exceed the minimum requirement, while 5.26% of the measured horizontal uniformities do not meet the minimum. Similarly, 100% of the factory-installed longitudinal uniformities exceed the required value, while 31.58% of the measured longitudinal uniformities do not meet the minimum requirement.
M1 roads are the most important in the road hierarchy and require advanced and powerful lighting infrastructure to ensure traffic safety and efficiency under high-speed and high-volume conditions, providing a safe environment for both drivers and pedestrians in areas of very intense and fast-moving traffic.
Table 7 shows the following factory luminance values: 14.29% of the luminaires meet the minimum requirement, while the remaining luminaires exceed it. Regarding the uniformity results, 100% of the factory horizontal uniformities and the measured horizontal uniformities exceed the minimum value. Similarly, 100% of the factory longitudinal uniformities exceed the required value, while 21.43% of the measured longitudinal uniformities do not meet the minimum required value.
3.3. Power Quality Analysis
The parameters that will be analyzed in the article are the power factor and harmonic distortion in voltage and current. The importance of evaluating the power factor lies in that the closer its value is to 1, the more the consumed power is used as active power. In Ecuador, the Ministry of Energy and Mines (MEM) limits this parameter and requires in its technical specifications that the power factor be greater than 0.96 for LED luminaires [
35].
Figure 5 shows that powers that deliver luminous flux values greater than 16,000 lumens comply with the power factor, except for one luminaire. On the contrary, powers that deliver a luminous flux of less than 16,000 lumens have a power factor below the MEM requirements, even reaching values close to 0.85.
Regarding the assessment of harmonic distortion, its evaluation is essential for understanding the deformation of voltage and current waveforms, which can negatively affect other users connected to the same electrical network. Distorted waveforms may lead to increased losses, equipment malfunction, and reduced system reliability.
Figure 6 presents the results for the Total Harmonic Distortion of Voltage (THDv), showing a consistent value across all tested luminous flux levels. Regardless of the power output of the luminaires, the THDv remained stable at 0.6%, which is significantly below the maximum threshold of 8% established by national low-voltage regulations. This indicates excellent voltage waveform quality and minimal harmonic interference from the luminaires.
Figure 7 illustrates the Total Harmonic Distortion of Current (THDi), where the highest distortion values were observed at lower luminous flux levels. Despite this, all luminaires complied with the requirements set by the Ecuadorian Ministry of Energy and Mines (MEM), which stipulate a maximum THDi of 20%. The highest measured value was approximately 9%, confirming satisfactory performance across the entire sample. These results suggest that the luminaires tested exhibit acceptable harmonic behavior, contributing positively to power quality and system stability.
Measurements indicate that the power factor is the parameter that falls outside the limits established by technical specifications, especially at low power levels, and this is also consistent with maximum harmonic distortion values. The power factor is capacitive, which leads to an increase in capacitive reactive power, which in turn causes increased voltage levels in the grid. This is especially significant considering that the low-voltage grid is generally shared with the public lighting grid.