Next Article in Journal
Headspace Solid-Phase Microextraction: A Useful and Quick Tool for the Traceability and Quality Assessment of Wine Cork Stoppers
Previous Article in Journal
Effects of Salt Reduction and the Inclusion of Seaweed (Kappaphycus alvarezii) on the Physicochemical Properties of Chicken Patties
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Article

Influence of Gender Composition in Pedestrian Single-File Experiments

1
Institute for Advanced Simulation, IAS-7: Civil Safety Research, Forschungszentrum Jülich, 52425 Jülich, Germany
2
Faculty of Architecture and Civil Engineering, University of Wuppertal, 42285 Wuppertal, Germany
*
Author to whom correspondence should be addressed.
Submission received: 20 February 2023 / Revised: 5 April 2023 / Accepted: 24 April 2023 / Published: 27 April 2023
(This article belongs to the Section Civil Engineering)

Abstract

:
Various studies address the question of which factors are relevant to the course of the fundamental diagram in single-file experiments. Some indicate that there are differences due to group composition when gender is taken into account. For this reason, further single-file experiments with homogeneous and heterogeneous group compositions were conducted. A Tukey HSD test was performed to investigate whether there are differences between the mean of velocity in different density ranges. A comparison of different group compositions showed that the effect of gender can only be seen, if at all, in a small density interval. Regression analyses were also conducted to determine whether, at high densities, the distance between individuals depends on the gender of the neighboring pedestrians and to establish which human factors have an effect on the velocity. An analysis of the distances between individuals at high densities indicated that there was no effect of the gender of the neighboring pedestrians. Taking into account additional human factors in a regression analysis did not improve the model.

1. Introduction

In recent years, there have been a number of studies that have shown that fundamental diagrams of various geometrical settings, such as stairs [1,2], single-file experiments [3,4,5], corridors [6,7,8,9,10], or crossings [11,12], vary [13,14,15,16,17]. However, it is not only the spatial structure that creates differences. When we look more closely into the specific structure, it becomes clear that there are also variations depending on the experimental setup. The type of flow, such as uni-, bi-, or multidirectional streams; human factors such as age, gender, height, and culture [3,18,19,20,21,22,23,24,25,26], or external factors such as restricted visibility [27], different height adjustments due to smoke [28], motivation or instruction [18], temperature [29], sidewalk quality [29,30], rhythm or background music [31,32], or properties of human movement, such as step length and frequency [33,34,35,36,37,38,39], all affect the fundamental diagram. This list is only exemplary and does not claim to be complete.
To reduce potential influences and to enable a thorough analysis of single factors, single-file experiments have been introduced. As will be shown in this work, in these very simplified experiments, it is difficult to analyze and quantify the effects of multiple factors. The question of which factors are relevant to the course of the fundamental diagram in single-file experiments is not yet clear. It is also difficult to compare experiments, partly owing to the combination of different human factors and partly because the measurement methods or the experimental scenarios vary, too. For instance, for one experiment, there might only be data in the low-density range, whereas another experiment might also have data for the high-density range. Furthermore, it should be noted that often the problem arises that the fundamental diagrams represent a group that is homogeneous in one factor but different in terms of other factors. This problem was discussed in more detail in [40], where single-file school experiments were studied to analyze how human factors affect the fundamental diagram of pedestrian dynamics.
With respect to the effect of gender, the results of some existing studies can be summarized as follows. Subaih et al. [20] have shown that for densities higher than 1.0 m 1 , group compositions homogeneous in gender lead to higher speeds than a heterogeneous group composition with alternating order. However, a comparison with data from other cultures and different ages raises the question of which other factors also need to be considered. In [21], using the data from the experiments introduced in [20], Subaih et al. have shown that the headway to the front and to the back is important, too. This result suggests that the arrangement by gender has an effect on the distances between pedestrians and must be taken into account in modeling the speed–density relation. While these findings indicate a significant contribution of gender, in Paetzke et al. [40], it was still concluded that gender could be neglected. This analysis is based on multiple linear regression from experiments with heterogeneous group compositions.
To analyze these contradictory findings, further single-file experiments are performed for the present study. Four different group compositions, female, male, gender alternating, and gender random order, are considered to investigate the following three hypotheses derived from the studies to date [20,21,40].
  • The speed–density relation depends on the gender composition of the group of test persons.
  • At high densities, the distance between individuals depends on the gender of the neighboring pedestrians.
  • The inclusion of additional human factors that were not previously included, such as the weight, exact height, and the gender of the previous pedestrian, improves the multiple linear regression model developed in [40].
For the first hypothesis, the question is whether there are differences within the density–velocity relation between the mean values of the homogeneous and heterogeneous pedestrian group compositions when gender is taken into account. This has been tested in seven density intervals using the Tukey HSD test. For the second hypothesis, simple linear regression analysis is used to determine whether there are differences between the group compositions at high densities. For the third hypothesis, a multiple linear regression analysis is performed with different human factors.
Section 2 of this paper describes the experimental setup, the measurement methods, the data preparation, and the experiments that are compared. Section 3 deals with the results and analysis of the hypotheses. A comparison of two different experiments based on the group composition is carried out and the regression analysis, which includes simple and multiple linear regression, is performed. The conclusions are presented in Section 4 and further research is proposed.

2. Materials and Methods

2.1. Experimental Setup

The subject of the present study is a one-dimensional single-file experiment performed within an experimental series [41] of the projects CroMa and CrowdDNA at the Mitsubishi Electric Halle in Düsseldorf, Germany, in 2021. The oval path measurements in the experiment are a total length of the central line l = 14.97 m by a width of w = 0.8 m. The middle radius is 1.65 m, while the straight sections are 2.3 m long. The two measurement areas are highlighted in the background in the sketch on the left in Figure 1.
When the pedestrians’ trajectories are projected into the central line of the oval, the complexity of the system is reduced to one dimension and, consequently, only the change in movement direction is taken into consideration [42]. Four different group compositions were considered in the experiment. Two homogeneous group compositions with respect to gender were chosen, male (m) and female (f). The third group was a heterogeneous group composition where the male and female participants were arranged in an alternating order, m, f, m, f, etc. The fourth group was also a heterogeneous group composition but with a random structure, as the male and female pedestrians were randomly distributed in the oval—for example, m, m, f, m, f, f, etc. With both homogeneous group compositions, ten experimental runs at different global densities were performed. The global density was adjusted by N, the number of persons situated in the oval. For the runs, we chose N = 4 , N = 8 , N = 16 , N = 20 , N = 24 , N = 32 , N = 36 , and N = 40 . In the two experiments with heterogeneous group compositions, all test subjects participated at least once in a run at each density. This was not the case in the two homogeneous runs. The densities of the experiments with the heterogeneous group compositions corresponded to the densities in the experiments with the homogeneous group compositions, but there were a total of 25 different experimental runs instead of ten. The number of different runs for each group composition can be seen in Table 1. Global densities ρ g l = N / l for these cases were ρ g l [ 0.27 , 2.67 ] m 1 .
For all parts, the runs had a duration of between two and three minutes. Two minutes were chosen for runs with N < 32 because, up to this density, the pedestrians had moved a long distance in the oval in the time considered. The test persons were instructed to walk behind each other without haste or overtaking. In total, 80 different pedestrians participated in the experiment, with an equal ratio of male and female pedestrians. They all wore green caps with personal ID codes on top. These codes were used to extract the trajectories of different participants in several experimental scenarios and to assign personal information to a participant, such as a gender, age, shoulder width, weight, and height [43,44].
Table 2 shows a detailed overview of the mean values and the standard errors for age, height, weight, and shoulder width for the four different groups: female, male, gender alternating, and gender random order. The average age of the participants was between 26 and 28 years, their average heights ranged between 1.70 m and 1.83 m, and their average weights were between 76.26 kg and 92.24 kg; lastly, their average shoulder widths were between 0.43 m and 0.49 m.

2.2. Measurement Methods

The individual velocity, the Voronoi tessellation, and the density were calculated on the basis of the one-dimensional trajectories obtained by tracking the head from the video recording. For this case, x i ( t ) describes the position of individual i at time t. Pedestrian i + 1 is walking directly in front and a person i 1 directly behind person i. The Voronoi distance d V i ( t ) of pedestrian i at time t is calculated by
d V i ( t ) = 1 2 · ( x i + 1 ( t ) x i 1 ( t ) ) ,
which is half of the distance between the centers of the heads x i + 1 ( t ) and x i 1 ( t ) . The density is calculated by ρ i ( t ) = 1 d V i . The individual velocity is calculated by
v i ( t ) = x i ( t + Δ t 2 ) x i ( t Δ t 2 ) Δ t .
As explained in [40], the value Δ t = 0.8 s is a good assumption. The intended direction and negative velocities of the pedestrians are also included. Both straight sections of the oval are used as measurement areas.

2.3. Data Processing

For the various experimental runs, only the data in a steady state were considered. The range was determined by the CUSUM algorithm [45]. To ensure independence between two successive measurement values, such as for the velocity, autocorrelation was used to determine one value for the time gaps to be considered in an experimental run. On average, the time gap between these measurement values was approximately 1.38 s. For each group composition, approximately 3000 data points were considered for the analysis.

2.4. Experiments in Comparison

The single-file experiments in Düsseldorf, Germany—performed for the present study—were compared with the single-file experiments conducted by Subaih et al. [20,46] at the Arab American University in Palestine. Therefore, the data from Subaih’s study, already including the velocity and density, were used. In this section, only selected features of the experiment conducted by Subaih et al. are described. For further details, we refer to [20]. In Subaih’s experiment, the measurements of the oval path were the total length of the central line of l = 17.30 m by a width of w = 0.6 m, indicated by markings on the floor. The straight sections were 3.15 m long. In total, 47 different pedestrians participated in the experiment, with 26 female and 21 male students. Their heights were within the range of 1.52 m to 1.84 m. On average, the height of men was 1.75 m and women 1.61 m. Their age was between 18 and 23 years. For the homogeneous group compositions including both males (UM) and females (UF), the number of persons situated in the oval was N = 14 and N = 20 . For the heterogeneous group composition with a gender alternating order (UX), there were also N = 24 and N = 30 . The global densities were 0.81 m 1 , 1.16 m 1 , 1.38 m 1 and 1.73 m 1 , respectively. Compared to the experiments in Düsseldorf, Germany, the participants in Palestine were younger and shorter. In both experiments, the experimental scenarios of the homogeneous group compositions in terms of gender were performed first. Furthermore, the same measurement methods were used in both experiments.

3. Results And Analysis

3.1. Comparison of Group Compositions for the Experiments Performed in Germany

In order to check the first hypothesis, we conducted an analysis for different density intervals to see whether there were systematic differences in the velocity between homogeneous and heterogeneous group compositions with respect to gender. First, a visual comparison was performed. Figure 2 shows a density vs. velocity fundamental diagram for the groups female, male, gender alternating, and gender random order in Germany with binned data so that the trends and possible differences can be seen more clearly.
The data suggest that the question of whether the fundamental diagrams correspond or not depends on which density interval is considered. Up to a density of around 1.15 m 1 , there seems to be no systematic variation in equality and inequality between the group compositions. For densities larger than 1.15 m 1 and smaller than 2.0 m 1 , it could be seen that the velocity is higher for homogeneous group compositions. For densities higher than 2 m 1 , the course of the individual curves appears very similar. For a more detailed analysis, the mean values of the velocity are compared for each group composition in seven small density intervals [ 0.15 , 0.25 ] , [ 0.55 , 0.65 ] , [ 0.85 , 0 , 95 ] , [ 1.05 , 1.15 ] , [ 1.25 , 1.35 ] , [ 2.05 , 2.15 ] , and [ 3.05 , 3.15 ] . The selection ensures that the free-flow, highly congested areas and the area of maximum change in velocity are investigated in more detail. The density intervals are highlighted in grey areas in the fundamental diagram in Figure 3.
First, the Kolmogorov–Smirnov test was conducted to determine the velocity distribution for all group compositions, and this resulted in a difference between almost all distributions in all intervals. Therefore, a statistical test, a Tukey HSD (honest significant difference) test, was performed to check whether two means were significantly different from each other. Here, all group compositions were directly compared pairwise. The test takes into account that the sample size is approximately the same. If the Tukey test shows that the p-value is larger than 0.05, this means that there is equality between the means of the observed group compositions considered.
Table 3 shows the mean values and the standard deviation for the velocity of each group in Germany and Palestine in all seven intervals. The results of the experiments performed in Palestine by Subhai et al. will be discussed in the next subsection in the comparison.
For every interval, group comparisons where the p-value is larger than 0.05—and so their mean values are therefore equal—are shown in the same color. In the first four intervals in the range from 0.15 m 1 to 1.15 m 1 , both the group with the highest speed changes and the group compositions that are rated as equal by the Tukey test change from interval to interval. First, the two means are significantly equal for the female and gender random order groups. In the second interval, the test results show equality between the male, gender alternating, and gender random order groups; then between the female, male, and gender random order groups; and, finally, in the fourth interval, between female and gender random order as well as male and gender alternating. Consequently, there is no systematic equality or inequality between different group compositions in the low-density regime. In the density range between 1.25 m 1 and 1.45 m 1 , the mean values of the homogeneous group compositions are equal to or higher than those of the heterogeneous group compositions. Between 1.45 m 1 and approximately 2.15 m 1 , the two means are significantly equal for all group compositions except gender random order. For the gender random order group, the velocity is the lowest of all groups. At a density of 2.15 m 1 and above, there is equality for all group compositions.
In addition to Table 3, the boxplots in Figure 4 also illustrate the results of the Tukey test. The left-hand Figure 4a shows the first interval [ 0.15 , 0.25 ] at which there is only equality between male and gender alternating groups, and the right-hand one Figure 4b shows the last interval [ 3.05 , 3.15 ] at which all group compositions are equal. This equality or inequality is indicated by the letters above the boxes. The same letters represent equality between group compositions. In addition, the boxplots show the minimum and maximum values, the median within the box, and the lower and upper quantiles, the boundaries of the box, and those of the individual group compositions. The darker the color of the box, the higher the median.

3.2. Comparison with the Experiments Performed in Palestine

In this section, data from the experiments in Palestine [20,46] are compared with those in Düsseldorf, Germany [47]. First, the binned data are plotted in a fundamental diagram up to a density of 2.5 m 1 (see Figure 5). The left-hand diagram illustrates the values for Germany and the right-hand one those for Palestine.
A visual comparison based on Figure 5 shows that in the density interval of [0.6, 1.5] m 1 , the mean velocity is higher in the experiments performed in Palestine than in Germany. For densities higher than 1.5 m 1 , the heterogeneous group in Palestine approaches the mean speed of the groups in Germany. When we only consider the data from Palestine, we see that the heterogeneous group composition in Palestine is faster for densities less than 0.8 m 1 . With increasing density, the homogeneous group compositions of males and females show higher means than the heterogeneous group composition.
To enable us to compare the data of the experiments in Germany and Palestine based on a statistical test, the Tukey HSD test was used again. The corresponding mean values and the standard deviation of the velocity are shown in Table 3. For the experiments performed in Palestine, only data for the intervals [ 0.85 , 0.95 ] m 1 to [ 2.05 , 2.15 ] m 1 are available. Up to a density of approximately 1.0 m 1 , the means are significantly equal for all group compositions in Palestine, as well as for the gender alternating group in Germany, and for the group compositions of female, male, and gender random order in Germany. In the interval [ 2.05 , 2.15 ] m 1 , the two means are significantly equal between German group compositions and between all group compositions in Palestine. Above a density of 1.25 m 1 , the heterogeneous group composition in Palestine approaches the group compositions in Germany. Only in the interval [ 1.25 , 1.35 ] m 1 , the homogeneous group compositions have a higher mean value of the velocity than the heterogeneous groups. This is true for Germany and Palestine. In other density intervals, there are no significant differences in Palestine and no systematic differences in Germany. Figure 6 shows the results of the Tukey test for the comparison between Germany and Palestine in the interval of [ 1.25 , 1.35 ] m 1 .

3.3. Gender Differences in Distances of Neighboring Pedestrians

A simple linear regression analysis for the speed–distance relation of each individual i was conducted to determine whether the distance between individuals depends on the gender of the neighboring pedestrians at high densities. The model is
v i , l = β 0 i + β 1 i · ( d V ) i , l + ϵ i , l ,
where l = 1 , , n i and n i is the number of individual observations. v i , l is the individual velocity, the predicted variable; β 0 i is the intercept, β 1 i is the regression coefficient, ( d V ) i , l is the Voronoi distance as an independent variable, and ϵ i , l describes the random experimental error. For a good adjustment, the values β 0 i and β 1 i need to be estimated. This results in the following equation:
v ^ i , l = β ^ 0 i + β ^ 1 i · ( d V ) i , l .
When we transform formula (4) for v ^ i , l = 0 , the minimum Voronoi distance for each individual is:
( d V ) i , m i n = β ^ 0 i β ^ 1 i .
β ^ 1 i can be interpreted as the reaction time for acceleration and braking.
In Table 4, the columns provide an overview of the mean values and the standard deviation for ( d V ) i , m i n and β ^ 1 i for the four different group compositions in Germany. Here, the values appear to be more or less identical.
In addition to obtaining the data shown in Table 4, we also compared the different values for ( d V ) i , m i n and β ^ 1 i using a statistical Tukey test. For ( d V ) i , m i n and β ^ 1 i , for each group composition, the p-value is larger than 0.05, so the means are significantly equal for all four group compositions, female, male, gender alternating, and gender random order, in Germany.
Figure 7 illustrates the results for ( d V ) i , m i n in Figure 7a and for β ^ 1 i in Figure 7b with boxplots based on the Tukey test for different group compositions, female, male, gender alternating, and gender random order, in Germany. The same letters above the boxes indicate equality of the mean values between the corresponding groups. As the letters above the boxplots are all the same, this indicates that there is equality between the means. As also shown in the previous analysis in this Section 3.3, it is confirmed that there are no differences between the group compositions at high density. Consequently, the second hypothesis—namely that, at high densities, the distance between individuals depends on the gender of the neighboring pedestrians—cannot be confirmed.

3.4. Human Factors in Fundamental Diagrams

In [40], the multiple linear regression analysis showed that the headway has the most significant effect on the velocity and other human factors such as gender only have a small effect or can be neglected (further details on the procedure and the structure of the model can also be found in the publication cited). In this section, we will determine whether taking into consideration additional human factors leads to a more sensitive model. For this purpose, additional factors such as the weight, age, exact height, and gender of the previous pedestrian are taken into account.
Accordingly, in the new model, the velocity depending on the Voronoi distance, height, gender, age, weight, and gender of the previous pedestrian is studied. The variable gender.prev is used for this, and, for all other individual effects, e.g., motivation, attention, or excitement, which was described in [40], the variable alloence is used. It was taken into account that there could be strong correlations between certain human factors. A measurement of the correlation of the factors considered shows obvious dependencies, such as the correlation of gender and body height ( p = 0.66 ), gender and shoulder width ( p = 0.71 ), or weight and shoulder width ( p = 0.75 ). In addition, in this analysis, one model is sufficient for all four groups, female, male, gender random order, and gender alternating, as the previous results did not show any significant differences between the groups. Furthermore, the new model was applied to a low density, ρ g l 0.75 , and a high density, ρ g l > 0.75 . Taking into account the results of the previous sections, the low density is the region in which there is no systematic difference between equality and inequality between the mean values of the velocities in the different group compositions.
First, the model evaluation using Akaike’s Information Criterion (AIC) is applied to the model introduced in [40]. Step by step, it was decided which factors should be considered in order to obtain the best possible model with the fewest factors, without degrading the model. The AIC procedure indicates that gender, age, height, and weight can be omitted. Accordingly, the resulting model is as follows:
Model : v m = β 0 + β 1 · d V m + β 2 · g e n d e r . p r e v m + i = 1 N β 3 i · a l l o e n c e m + ϵ m ,
where m = 1 , , n and n is the number of all observations of all individuals; v m is the velocity and alloence m = 1 for all m belonging to individual i and 0 for all other m. β 3 i is an individual coefficient across all measurement points for each pedestrian. The new model in (6) is applied to study the effect of the variables Voronoi distance d V , gender . prev , and alloence on the velocity. The ANOVA table shows that the p-values for all variables are less than 0.05. This means that all variables considered in the new model have an effect on the individual velocity. Figure 8 shows the result using pie charts for low and high density and for a combination of these.
Again, the headway has the most effect on the velocity, followed by all other unknown individual effects. The effect of the gender of the pedestrian in front of the person observed is less than 1% and can therefore be neglected. Furthermore, the model is better suited to lower densities than to high densities because the velocity is affected more by the Voronoi distance at a low density. At a high density, the effect of the Voronoi distance is decreased, since variations in the range of millimeters occur due to the swaying of the head. With regard to the third hypothesis, it can be concluded that this hypothesis is false. The analysis provides the same model as before in [40]. When it is taken into account that the gender of the pedestrian in front has an effect, the model is different. However, since the effect is so small, less than 1%, and therefore negligible, the model is identical.

4. Conclusions

The analysis of the single-file experiments conducted by Subaih et al. [20] in Palestine showed that in a density range around 1.0 m 1 and above, the velocity of groups that are homogeneous with respect to gender is higher than that of heterogeneous groups. In order to test whether this result could be reproduced, further single-file experiments with homogeneous and heterogeneous group compositions were performed in Germany.
First, we investigated the hypothesis that the speed–density relation depends on the gender composition of the group of test persons. The comparison of different group compositions with respect to gender in different density intervals in the experiment with test persons from Germany could be summarized as follows. At low densities, the comparison shows no systematic variation, neither with respect to the equality of the mean values of the speed between the group compositions nor with respect to the question of which group is faster. Only in a small density interval around 1.4 m 1 do homogeneous groups differ from heterogeneous groups and show a higher velocity. Between densities of 1.5 and 2.15 m 1 , the differences lessen and the mean value of the speed of the homogeneous groups approaches the mean of the heterogeneous group, the gender alternating group. The gender random order group is the slowest group in this interval. Finally, at high densities, the mean values of the velocities of all groups are equal.
In comparison to the results of the experiments performed in Palestine, there is a certain correspondence but not in every detail. No systematic variation between the homogeneous and heterogeneous groups can be observed for densities lower than 0.8 m 1 . The difference between homogeneous and heterogeneous groups around a density of 1.4 m 1 could be reproduced, but this is less pronounced in the experiments performed in Germany. Moreover, the velocity in the density interval from 1 m 1 to 1.5 m 1 is higher in Palestine than in Germany. For higher densities, only data for the heterogeneous group in Palestine are available and the mean speed of this group approaches the mean of the German groups.
Therefore, the first hypothesis is proven to be correct. However, a closer look shows its weak relevance to the experiment in Germany. The difference can only be seen in a narrow density interval and it is small. It cannot be ruled out, however, that the relevance of the effect is stronger in other cultures.
With respect to the relevance of the effect, it should be noted that the verification of the hypothesis depends on the test method, as well as on the data preparation. Obviously, the size of the binning intervals has an effect on the data. Depending on the size of the individual density intervals selected for different test methods, the systematic variation described above could not be seen. This was already the case for intervals of 0.2. Methods besides the Tukey test, such as the t-test, give similar results. However, tests with high sensitivity, such as the Kolmogorov–Smirnov test, lead to no correspondence of the velocity distributions in almost all density intervals and would lead to the rejection of the first hypothesis. For all density intervals, the differences in the mean speeds of the different group compositions are smaller than the standard deviation.
For the second hypothesis—namely that, at high densities, the distance between individuals depends on the gender of the neighboring pedestrians—a simple linear regression analysis was performed. We used these results to derive the values for the minimal distance ( d V ) i , m i n and for the reaction time β ^ 1 i . A comparison of the mean values of ( d V ) i , m i n and β ^ 1 i using the Tukey HSD test shows that there are no discernible differences between the four group compositions, female, male, gender alternating, and gender random order, in Germany. Thus, it can be verified that there are no disceriable differences in the reaction time for the different group compositions and the second hypothesis cannot be confirmed.
Finally, we consider the third hypothesis that the inclusion of additional human factors that were not previously included, such as the weight, exact height, and the gender of the previous pedestrian, improves the multiple linear regression model developed in [40]. The analysis provides the same model. Again, the headway has the strongest effect on the velocity, followed by all other unknown individual effects. Taking into account that the gender of the pedestrian in front has an effect, the model shows a difference. However, since the effect is so small, less than 1%, and therefore negligible, the model is identical. Accordingly, it can be concluded that this hypothesis is false.
For further research, the factor of culture could be further investigated. The reason for this is that when comparing the data between Germany and Palestine, we see that the velocity is higher in Palestine. It is unclear where this difference comes from, so more data from other cultures are needed. For Palestine, no data in the higher-density range are available to date, so no further conclusions can be derived about the further course of the velocity at present.

Author Contributions

Conceptualization, S.P.; methodology, S.P.; software, S.P.; validation, S.P., M.B. and A.S.; formal analysis, S.P.; investigation, S.P.; data curation, S.P.; writing—original draft preparation, S.P.; writing—review and editing, M.B. and A.S.; visualization, S.P.; supervision, M.B. and A.S. All authors have read and agreed to the published version of the manuscript.

Funding

The publication costs were funded by the Deutsche Forschungsgemeinschaft (DFG, German Research Foundation) with grant number 49111148. The experiments were financially supported by the German Federal Ministry of Education and Research (BMBF) within the project CroMa (Crowd Management in Verkehrsinfrastrukturen/Crowd Management in Transport Infrastructures) under grant numbers 13N14530 to 13N14533, and by the European Union’s Horizon 2020 research and innovation program within the project CrowdDNA under grant agreement number 899739.

Institutional Review Board Statement

Not applicable.

Informed Consent Statement

Informed consent was obtained from all subjects involved in the study.

Data Availability Statement

The data including videos and trajectories used for this study are publicly available in the following archive: [47].

Acknowledgments

This study is based on a one-dimensional single-file experiment that was performed in 2021 at the Mitsubishi Electric Halle in Düsseldorf, Germany. Many thanks to Mohcine Chraibi, Anna Sieben, and Mira Beermann, who all helped with the conceptualization of the study and with the implementation of the experiments.

Conflicts of Interest

The authors declare no conflict of interest.

References

  1. Ye, R.; Zeng, Y.; Zeng, G.; Huang, Z.; Li, X.; Fang, Z.; Song, W. Pedestrian single-file movement on stairs under different motivations. Phys. A Stat. Mech. Its Appl. 2021, 571, 125849. [Google Scholar] [CrossRef]
  2. Burghardt, S.; Seyfried, A.; Klingsch, W. Performance of stairs—Fundamental diagram and topographical measurements. Transp. Res. Part C Emerg. Technol. 2013, 37, 268–278. [Google Scholar] [CrossRef]
  3. Cao, S.; Zhang, J.; Salden, D.; Ma, J.; Shi, C.; Zhang, R. Pedestrian dynamics in single-file movement of crowd with different age compositions. Phys. Rev. 2016, 94, 012312. [Google Scholar] [CrossRef] [PubMed]
  4. Chattaraj, U.; Seyfried, A.; Chakroborty, P. Comparison of pedestrian fundamental diagram across cultures. Adv. Complex Syst. 2009, 12, 393–405. [Google Scholar] [CrossRef]
  5. Zhang, J.; Tordeux, A.; Seyfried, A. Effects of Boundary Conditions on Single-File Pedestrian Flow. In Cellular Automata; Wąs, J., Sirakoulis, G.C., Bandini, S., Eds.; Springer International Publishing: Berlin/Heidelberg, Germany, 2014; Volume 8751, pp. 462–469. [Google Scholar] [CrossRef]
  6. Cao, S.; Lian, L.; Chen, M.; Yao, M.; Song, W.; Fang, Z. Investigation of difference of fundamental diagrams in pedestrian flow. Phys. A Stat. Mech. Its Appl. 2018, 506, 661–670. [Google Scholar] [CrossRef]
  7. Feliciani, C.; Nishinari, K. Empirical analysis of the lane formation process in bidirectional pedestrian flow. Phys. Rev. 2016, 94, 032304. [Google Scholar] [CrossRef]
  8. Hu, Y.; Zhang, J.; Song, W.; Bode, N.W. Social groups barely change the speed-density relationship in unidirectional pedestrian flow, but affect operational behaviours. Saf. Sci. 2021, 139, 105259. [Google Scholar] [CrossRef]
  9. Ren, X.; Zhang, J.; Song, W.; Cao, S. The fundamental diagrams of elderly pedestrian flow in straight corridors under different densities. J. Stat. Mech. Theory Exp. 2019, 2019, 023403. [Google Scholar] [CrossRef]
  10. Jin, C.J.; Jiang, R.; Wong, S.; Xie, S.; Li, D.; Guo, N.; Wang, W. Observational characteristics of pedestrian flows under high-density conditions based on controlled experiments. Transp. Res. Part Emerg. Technol. 2019, 109, 137–154. [Google Scholar] [CrossRef]
  11. Cao, S.; Seyfried, A.; Zhang, J.; Holl, S.; Song, W. Fundamental diagrams for multidirectional pedestrian flows. J. Stat. Mech. Theory Exp. 2017, 2017, 033404. [Google Scholar] [CrossRef]
  12. Holl, S. Methoden für die Bemessung der Leistungsfähigkeit Multidirektional Genutzter Fußverkehrsanlagen; Forschungszentrum Jülich GmbH Zentralbibliothek, Verlag: Jülich, Germany, 2016; Available online: https://juser.fz-juelich.de/record/825757 (accessed on 18 December 2022).
  13. Predtechenskiĭ, V.M.; Milinskii, A.I. Planning for Foot Traffic Flow in Buildings; Amerind: New Delhi, India, 1978. [Google Scholar]
  14. Weidmann, U. Transporttechnik der Fussgänger: Transporttechnische Eigenschaften des Fussgängerverkehrs, Literaturauswertung; Institut für Verkehrsplanung, Transporttechnik, Strassen- und Eisenbahnbau (IVT), ETH Zürich: Zürich, Switzerland, 1993. [Google Scholar] [CrossRef]
  15. Vanumu, L.D.; Ramachandra Rao, K.; Tiwari, G. Fundamental diagrams of pedestrian flow characteristics: A review. Eur. Transp. Res. Rev. 2017, 9, 49. [Google Scholar] [CrossRef]
  16. Fruin, J.J. Pedestrian Planning and Design. 1971. Available online: https://trid.trb.org/view/114653 (accessed on 18 December 2022).
  17. Zhang, J. Pedestrian Fundamental Diagrams: Comparative Analysis of Experiments in Different Geometries; Forschungszentrum Jülich GmbH Zentralbibliothek, Verlag: Jülich, Germany, 2012; Available online: https://juser.fz-juelich.de/record/128157 (accessed on 18 December 2022).
  18. Ziemer, V. Mikroskopische Fundamentaldiagramme der Fußgängerdynamik empirische Untersuchung von Experimenten eindimensionaler Bewegung sowie quantitative Beschreibung von Stau-Charakteristika; Forschungszentrum Jülich GmbH Zentralbibliothek, Verlag: Jülich, Germany, 2020; Available online: https://juser.fz-juelich.de/record/877610 (accessed on 18 December 2022).
  19. Ren, X.; Zhang, J.; Song, W. Contrastive study on the single-file pedestrian movement of the elderly and other age groups. J. Stat. Mech. Theory Exp. 2019, 2019, 093402. [Google Scholar] [CrossRef]
  20. Subaih, R.; Maree, M.; Chraibi, M.; Awad, S.; Zanoon, T. Experimental Investigation on the Alleged Gender-Differences in Pedestrian Dynamics: A Study Reveals No Gender Differences in Pedestrian Movement Behavior. IEEE Access 2020, 8, 33748–33757. [Google Scholar] [CrossRef]
  21. Subaih, R.; Maree, M.; Tordeux, A.; Chraibi, M. Questioning the Anisotropy of Pedestrian Dynamics: An Empirical Analysis with Artificial Neural Networks. Appl. Sci. 2022, 12, 7563. [Google Scholar] [CrossRef]
  22. Seyfried, A.; Portz, A.; Schadschneider, A. Phase Coexistence in Congested States of Pedestrian Dynamics. In Cellular Automata; Bandini, S., Manzoni, S., Umeo, H., Vizzari, G., Eds.; Springer: Berlin, Heidelberg, 2010; Volume 6350, pp. 496–505. [Google Scholar] [CrossRef]
  23. Zhang, J.; Mehner, W.; Holl, S.; Boltes, M.; Andresen, E.; Schadschneider, A.; Seyfried, A. Universal flow-density relation of single-file bicycle, pedestrian and car motion. Phys. Lett. A 2014, 378, 3274–3277. [Google Scholar] [CrossRef]
  24. Migon Favaretto, R.; Rosa dos Santos, R.; Raupp Musse, S.; Vilanova, F.; Brandelli Costa, A. Investigating cultural aspects in the fundamental diagram using convolutional neural networks and virtual agent simulation. Comput. Animat. Virtual Worlds 2019, 30, e1899. [Google Scholar] [CrossRef]
  25. Subaih, R.; Maree, M.; Chraibi, M.; Awad, S.; Zanoon, T. Gender-Based Insights into the Fundamental Diagram of Pedestrian Dynamics. In Computational Collective Intelligence; Nguyen, N.T., Chbeir, R., Exposito, E., Aniorté, P., Trawiński, B., Eds.; Springer International Publishing: Berlin/Heidelberg, Germany, 2019; Volume 11683, pp. 613–624. [Google Scholar] [CrossRef]
  26. Dias, C.; Abdullah, M.; Ahmed, D.; Subaih, R. Pedestrians’ Microscopic Walking Dynamics in Single-File Movement: The Influence of Gender. Appl. Sci. 2022, 12, 9714. [Google Scholar] [CrossRef]
  27. Cao, S.; Wang, P.; Yao, M.; Song, W. Dynamic analysis of pedestrian movement in single-file experiment under limited visibility. Commun. Nonlinear Sci. Numer. Simul. 2019, 69, 329–342. [Google Scholar] [CrossRef]
  28. Ma, J.; Shi, D.; Li, T.; Li, X.; Xu, T.; Lin, P. Experimental study of single-file pedestrian movement with height constraints. J. Stat. Mech. Theory Exp. 2020, 2020, 073409. [Google Scholar] [CrossRef]
  29. Kim, Y.J.; Lee, C.; Kim, J.H. Sidewalk Landscape Structure and Thermal Conditions for Child and Adult Pedestrians. International Journal of Environmental Research and Public Health 2018, 15, 148. [Google Scholar] [CrossRef]
  30. Hosseini, M.; Araujo, I.B.; Yazdanpanah, H.; Tokuda, E.K.; Miranda, F.; Silva, C.T.; Cesar, R.M., Jr. Sidewalk Measurements from Satellite Images: Preliminary Findings. arXiv 2021, arXiv:2112.06120. [Google Scholar]
  31. Zeng, G.; Schadschneider, A.; Zhang, J.; Wei, S.; Song, W.; Ba, R. Experimental study on the effect of background music on pedestrian movement at high density. Phys. Lett. A 2019, 383, 1011–1018. [Google Scholar] [CrossRef]
  32. Yanagisawa, D.; Tomoeda, A.; Nishinari, K. Improvement of pedestrian flow by slow rhythm. Phys. Rev. E 2012, 85, 016111. [Google Scholar] [CrossRef]
  33. Cao, S.; Zhang, J.; Song, W.; Shi, C.; Zhang, R. The stepping behavior analysis of pedestrians from different age groups via a single-file experiment. J. Stat. Mech. Theory Exp. 2018, 2018, 033402. [Google Scholar] [CrossRef]
  34. Zeng, G.; Cao, S.; Liu, C.; Song, W. Experimental and modeling study on relation of pedestrian step length and frequency under different headways. Phys. A Stat. Mech. Its Appl. 2018, 500, 237–248. [Google Scholar] [CrossRef]
  35. Wang, J.; Boltes, M.; Seyfried, A.; Zhang, J.; Ziemer, V.; Weng, W. Linking pedestrian flow characteristics with stepping locomotion. Phys. A Stat. Mech. Its Appl. 2018, 500, 106–120. [Google Scholar] [CrossRef]
  36. Ma, Y.; Sun, Y.Y.; Lee, E.W.M.; Yuen, R.K.K. Pedestrian stepping dynamics in single-file movement. Phys. Rev. E 2018, 98, 062311. [Google Scholar] [CrossRef]
  37. Song, W.; Lv, W.; Fang, Z. Experiment and Modeling of Microscopic Movement Characteristic of Pedestrians. Procedia Eng. 2013, 62, 56–70. [Google Scholar] [CrossRef]
  38. Wang, J.; Weng, W.; Boltes, M.; Zhang, J.; Tordeux, A.; Ziemer, V. Step styles of pedestrians at different densities. J. Stat. Mech. Theory Exp. 2018, 2018, 023406. [Google Scholar] [CrossRef]
  39. Fujita, A.; Feliciani, C.; Yanagisawa, D.; Nishinari, K. Traffic flow in a crowd of pedestrians walking at different speeds. Phys. Rev. E 2019, 99, 062307. [Google Scholar] [CrossRef]
  40. Paetzke, S.; Boltes, M.; Seyfried, A. Influence of individual factors on fundamental diagrams of pedestrians. Phys. A Stat. Mech. Its Appl. 2022, 595, 127077. [Google Scholar] [CrossRef]
  41. Boomers, A.K.; Boltes, M.; Adrian, J.; Beermann, M.; Chraibi, M.; Feldmann, S.; Fiedrich, F.; Frings, N.; Graf, A.; Kandler, A.; et al. Pedestrian Crowd Management Experiments: A Data Guidance Paper. Collect. Dyn. 2023, submitted.
  42. Ziemer, V.; Seyfried, A.; Schadschneider, A. Congestion Dynamics in Pedestrian Single-File Motion. In Proceedings of the Traffic and Granular Flow ’15; Knoop, V.L., Daamen, W., Eds.; Springer: Berlin/Heidelberg, Germany, 2016; pp. 89–96. [Google Scholar] [CrossRef]
  43. Boltes, M.; Seyfried, A.; Steffen, B.; Schadschneider, A. Automatic Extraction of Pedestrian Trajectories from Video Recordings. In Proceedings of the Pedestrian and Evacuation Dynamics 2008; Klingsch, W.W.F., Rogsch, C., Schadschneider, A., Schreckenberg, M., Eds.; Springer: Berlin/Heidelberg, Germany, 2010; pp. 43–54. [Google Scholar] [CrossRef]
  44. Boltes, M.; Seyfried, A. Collecting pedestrian trajectories. Neurocomputing 2013, 100, 127–133. [Google Scholar] [CrossRef]
  45. Liao, W.; Tordeux, A.; Seyfried, A.; Chraibi, M.; Zheng, X.; Zhao, Y. Detection of Steady State in Pedestrian Experiments. In Proceedings of the Traffic and Granular Flow ’15; Knoop, V.L., Daamen, W., Eds.; Springer: Berlin/Heidelberg, Germany, 2016; pp. 73–79. [Google Scholar] [CrossRef]
  46. Forschungszentrum Jülich. Influence of Gender in Single-File Movement. Available online: http://ped.fz-juelich.de/da/2018singleFile (accessed on 18 December 2022).
  47. Forschungszentrum Jülich. Oval Experiment: Single File Motion. Pedestr. Dyn. Data Arch. 2022. [Google Scholar] [CrossRef]
Figure 1. Single-file experiment performed at the Mitsubishi Electric Halle in Düsseldorf, Germany, in 2021. (a) shows the oval path with the lengths of the central line, the width of the oval path, the middle radius, the length of the straight sections, and two measurement areas highlighted in the background. (b) shows the experiment from above with the students wearing green caps with personal ID codes on top.
Figure 1. Single-file experiment performed at the Mitsubishi Electric Halle in Düsseldorf, Germany, in 2021. (a) shows the oval path with the lengths of the central line, the width of the oval path, the middle radius, the length of the straight sections, and two measurement areas highlighted in the background. (b) shows the experiment from above with the students wearing green caps with personal ID codes on top.
Applsci 13 05450 g001
Figure 2. Fundamental diagram of density vs. velocity for the groups female, male, gender alternating, and gender random order in Germany with binned data within 0.1 intervals.
Figure 2. Fundamental diagram of density vs. velocity for the groups female, male, gender alternating, and gender random order in Germany with binned data within 0.1 intervals.
Applsci 13 05450 g002
Figure 3. Fundamental diagram of density vs. velocity for the groups female, male, gender alternating, and gender random order in Germany with binned data that represent only the mean values of the velocity. Furthermore, the individual intervals [ 0.15 , 0.25 ] , [ 0.55 , 0.65 ] , [ 0.85 , 0 , 95 ] , [ 1.05 , 1.15 ] , [ 1.25 , 1.35 ] , [ 2.05 , 2.15 ] , and [ 3.05 , 3.15 ] are highlighted in grey areas.
Figure 3. Fundamental diagram of density vs. velocity for the groups female, male, gender alternating, and gender random order in Germany with binned data that represent only the mean values of the velocity. Furthermore, the individual intervals [ 0.15 , 0.25 ] , [ 0.55 , 0.65 ] , [ 0.85 , 0 , 95 ] , [ 1.05 , 1.15 ] , [ 1.25 , 1.35 ] , [ 2.05 , 2.15 ] , and [ 3.05 , 3.15 ] are highlighted in grey areas.
Applsci 13 05450 g003
Figure 4. Boxplots for the velocity for different group compositions in Germany. Equal letters above the boxes indicate equality of the mean values of the velocity between the corresponding groups. The first interval [ 0.15 , 0.25 ] is represented by (a) and the last one [ 3.05 , 3.15 ] by (b).
Figure 4. Boxplots for the velocity for different group compositions in Germany. Equal letters above the boxes indicate equality of the mean values of the velocity between the corresponding groups. The first interval [ 0.15 , 0.25 ] is represented by (a) and the last one [ 3.05 , 3.15 ] by (b).
Applsci 13 05450 g004
Figure 5. Relation of density and velocity for the experiments in (a) Germany and in (b) Palestine by binned data of the mean values of the velocity for different group compositions.
Figure 5. Relation of density and velocity for the experiments in (a) Germany and in (b) Palestine by binned data of the mean values of the velocity for different group compositions.
Applsci 13 05450 g005
Figure 6. Boxplots for the velocity for different group compositions in Germany and Palestine in the interval of [ 1.25 , 1.35 ] m 1 . The same letters above the boxes indicate equality for the mean values of the velocity between the corresponding group compositions.
Figure 6. Boxplots for the velocity for different group compositions in Germany and Palestine in the interval of [ 1.25 , 1.35 ] m 1 . The same letters above the boxes indicate equality for the mean values of the velocity between the corresponding group compositions.
Applsci 13 05450 g006
Figure 7. Boxplots based on a Tukey test for ( d V ) i , m i n in (a) and for β ^ 1 i in (b) for different group compositions of female, male, gender alternating, and gender random order in Germany. The same letters above the boxes indicate equality for the mean values between the corresponding groups.
Figure 7. Boxplots based on a Tukey test for ( d V ) i , m i n in (a) and for β ^ 1 i in (b) for different group compositions of female, male, gender alternating, and gender random order in Germany. The same letters above the boxes indicate equality for the mean values between the corresponding groups.
Applsci 13 05450 g007
Figure 8. Effects on the individual velocity based on the ANOVA table in pie charts for a low density in (a), ρ g l 0.75 , a high density in (b), ρ g l > 0.75 , and for a combination of low and high density in (c).
Figure 8. Effects on the individual velocity based on the ANOVA table in pie charts for a low density in (a), ρ g l 0.75 , a high density in (b), ρ g l > 0.75 , and for a combination of low and high density in (c).
Applsci 13 05450 g008
Table 1. The columns show a detailed overview of the number of different runs for each group composition, female, male, gender alternating, and gender random order, for different numbers of persons N.
Table 1. The columns show a detailed overview of the number of different runs for each group composition, female, male, gender alternating, and gender random order, for different numbers of persons N.
N = 4N = 8N = 16N = 20N = 24N = 32N = 36N = 40
  Femalee.g., f, f, f, etc.11121111
  Malee.g., m, m, m, etc.12121111
  Gender alternatinge.g., f, m, f, m, etc.105322111
  Gender random ordere.g., f, f, m, f, etc.105322111
Table 2. The columns show a detailed overview of the mean values and the standard errors for age, height, weight, and shoulder width for the different groups: female, male, gender alternating, and gender random order.
Table 2. The columns show a detailed overview of the mean values and the standard errors for age, height, weight, and shoulder width for the different groups: female, male, gender alternating, and gender random order.
FemaleMaleGender AlternatingGender Random Order
a g e ¯ ± σ in years 27.12 ± 8.11 26.42 ± 4.92 27.74 ± 6.03 25.97 ± 5.14
      h e i g h t ¯ ± σ in m 1.70 ± 0.08 1.83 ± 0.07 1.75 ± 0.09 1.77 ± 0.11
      w e i g h t ¯ ± σ in kg 76.26 ± 21.16 88.74 ± 26.08 92.24 ± 20.61 80.95 ± 20.88
s h o u l d e r w i d t h ¯ ± σ in m 0.43 ± 0.03 0.49 ± 0.03 0.45 ± 0.04 0.46 ± 0.05
Table 3. Mean values and standard deviation for the velocity ( v ¯ ± σ ) in seven different density intervals for different group compositions in Germany and Palestine. Equal colors in an interval indicate equality between the corresponding groups.
Table 3. Mean values and standard deviation for the velocity ( v ¯ ± σ ) in seven different density intervals for different group compositions in Germany and Palestine. Equal colors in an interval indicate equality between the corresponding groups.
[ 0.15 , 0.25 ] [ 0.55 , 0.65 ] [ 0.85 , 0.95 ] [ 1.05 , 1.15 ] [ 1.25 , 1.35 ] [ 2.05 , 2.15 ] [ 3.05 , 3.15 ]
Female, Germany 1.07 ± 0.04 1.10 ± 0.05 0.62 ± 0.14 0.58 ± 0.12 0.41 ± 0.14 0.10 ± 0.07 0.06 ± 0.06
Male, Germany 1.17 ± 0.09 1.11 ± 0.10 0.61 ± 0.19 0.48 ± 0.23 0.44 ± 0.21 0.11 ± 0.09 0.06 ± 0.08
Gender alternating, Germany 1.17 ± 0.16 1.14 ± 0.15 0.74 ± 0.24 0.43 ± 0.22 0.30 ± 0.19 0.10 ± 0.07 0.05 ± 0.06
Gender random order, Germany 1.26 ± 0.14 1.11 ± 0.07 0.54 ± 0.30 0.55 ± 0.15 0.35 ± 0.16 0.07 ± 0.07 0.04 ± 0.06
Female, Palestine 1.14 ± 0.01 0.80 ± 0.11 0.68 ± 0.07
Male, Palestine 0.94 ± 0.20 0.81 ± 0.13 0.74 ± 0.13
Gender alternating, Palestine 1.00 ± 0.18 0.70 ± 0.14 0.50 ± 0.18 0.11 ± 0.05
Table 4. The columns provide an overview of the mean values and standard error for ( d V ) i , m i n and β ^ 1 i for the different group compositions.
Table 4. The columns provide an overview of the mean values and standard error for ( d V ) i , m i n and β ^ 1 i for the different group compositions.
FemaleMaleGender AlternatingGender Random Order
( d V ) i , m i n ¯ ± σ 0.31 ± 0.07 0.34 ± 0.08 0.34 ± 0.08 0.36 ± 0.08
β ^ 1 i ¯ ± σ 0.96 ± 0.22 0.95 ± 0.23 0.94 ± 0.18 0.90 ± 0.21
Disclaimer/Publisher’s Note: The statements, opinions and data contained in all publications are solely those of the individual author(s) and contributor(s) and not of MDPI and/or the editor(s). MDPI and/or the editor(s) disclaim responsibility for any injury to people or property resulting from any ideas, methods, instructions or products referred to in the content.

Share and Cite

MDPI and ACS Style

Paetzke, S.; Boltes, M.; Seyfried, A. Influence of Gender Composition in Pedestrian Single-File Experiments. Appl. Sci. 2023, 13, 5450. https://0-doi-org.brum.beds.ac.uk/10.3390/app13095450

AMA Style

Paetzke S, Boltes M, Seyfried A. Influence of Gender Composition in Pedestrian Single-File Experiments. Applied Sciences. 2023; 13(9):5450. https://0-doi-org.brum.beds.ac.uk/10.3390/app13095450

Chicago/Turabian Style

Paetzke, Sarah, Maik Boltes, and Armin Seyfried. 2023. "Influence of Gender Composition in Pedestrian Single-File Experiments" Applied Sciences 13, no. 9: 5450. https://0-doi-org.brum.beds.ac.uk/10.3390/app13095450

Note that from the first issue of 2016, this journal uses article numbers instead of page numbers. See further details here.

Article Metrics

Back to TopTop