Robust Statistical Approaches for Stratified Data of Municipal Solid Waste Composition: A Case Study of the Czech Republic
Abstract
1. Introduction
1.1. Research Gap and Challenges
- Assumptions check—many statistical methods have defined assumptions, which should be verified, e.g., data normality.
- Point/interval estimate—point estimate represents a result with a simple application. On the other hand, its probability is considered zero and does not give information about variability.
- Relative/absolute estimate—relative and absolute estimates complement each other. In the context of waste composition, the relative is considered more utilizable and gives clear insight into the obtained results.
- Necessary number of samples—precision of statistical evaluation is very dependent on dataset size. Required precision should be suggested regarding the application and assessed from the results.
- Testing of statistical hypotheses—analysis of obtained estimates to detect significant behavior of evaluated data.
- Aggregation of results—in the case of stratification, it is necessary to propose a statistical method for aggregating the obtained results into a higher territorial level.
1.2. Novelty and Main Contribution
- Point and interval estimates—it is advisable to design asymmetric interval estimates that better describe the properties of the data. The interval should be limited to non-negative values.
- The results must consider the different waste weights of the individual MMW composition analyses.
- It must be possible to aggregate partial results into higher territorial units. The stratification results and the variability in individual waste composition analyses must be considered.
- It is advisable to choose a precision criterion for interval estimates. A tool should be provided to decide on relative or absolute precision.
- It is advisable to estimate the required number of samples based on partial waste composition analyses, allowing for initial data variability estimates.
- It is appropriate to have an approach for estimating the waste composition of all territorial units based on the characteristics of territorial stratification.
2. Methodology
- The evaluated territory is subjected to a cluster analysis in the first phase. Based on the selected parameters, the territory is divided into several clusters (A to H in Figure 2).
- One representative from each cluster who best represents the group in the cluster according to the given criteria is selected.
- The collection containers are selected. If the representative is a larger city, it is appropriate to efficiently and economically obtain relevant results and stratify this city based on selected characteristics (e.g., describing individual build-up areas).
- Waste composition analyses will be performed in the selected location (representative) using a predetermined methodology.
- The empirical data are then statistically evaluated; point and interval estimates are determined for each monitored fraction. Sufficient precision is based on an iterative statistical evaluation of the individual waste composition analyses until the criterion of precision in the individual strata is met.
- Subsequently, these strata estimates are aggregated for the actual representative, who describes the whole cluster.
- In the last step, all clusters are aggregated to estimate the overall composition in the evaluated territory.
- Estimation without stratification: This is a situation where the waste composition analysis was performed without previous stratification. It is helpful for an application on small territorial units (e.g., village, municipality).
- Estimation for stratified locality/municipality: Stratification is beneficial if heterogeneity of the analyzed area is expected. The samples are representative of a particular locality.
- Estimation for stratum consisting of many localities: Waste composition estimates have only been considered for individual municipalities. However, the goal of waste composition analysis can often be to estimate for regions or even for the whole state.
- Estimation at a national level: The last approach to statistical processing of analyses is based on aggregating results for several strata. In this way, estimating the waste composition for a higher territorial unit is possible.
3. Results for the Case Study of the Czech Republic
3.1. Waste Analysis Information
3.2. Statistical Evaluation
4. Discussion
- Investigated territory should be stratified in advance; multi-stage stratification based on multiple parameters is recommended.
- To obtain relevant results, it is appropriate to stratify even the representatives according to significant parameters influencing the waste composition. Then, a random sampling procedure in individual strata will be performed.
- Confidence intervals (for instance, with the standard 95% precision) provide a valuable tool to assess the quality (variability) of estimates of waste composition.
- From the presented methods of constructing confidence intervals, the logit transformation method performs best in the context of waste composition estimation.
- The required precision should be defined at the beginning of the process concerning economic possibilities and the application of results.
- It is suitable for evaluating absolute and relative precision at the same time. The results should achieve at least one of them.
- To achieve defined precision in the required detail, having the same precision in all lower strata is recommended.
- The sample size should be at least 10. It should be proportional to the required precision and iteratively evaluated with new data.
- In the case of using the absolute precision of 0.5%, and the relative precision of 30%, a requirement of at least 10 representatives can be stated, and at least 30 samples should be performed in each sub-area. However, these numbers depend on the variability of data from waste analyses.
5. Conclusions
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
Abbreviations
MMW | Mixed Municipal Waste |
WM | Waste Management |
Appendix A
Symbol | Description | Unit | Physical Meaning |
---|---|---|---|
Bootstrap sample index | – | Identifies the b-th bootstrap resample | |
Estimated length of confidence interval as a function of | – | Absolute length of confidence interval calculated using transformed estimate | |
Degrees of freedom | – | Degrees of freedom used for testing hypothesis and interval construction | |
Adjusted degrees of freedom | – | Modified degrees of freedom used in small-sample confidence interval estimation | |
Sampling weight for i-th container | – | Relative sampling influence of container | |
Sampling weight for i-th container in j-th stratum | – | Relative sampling influence of container within stratum | |
Stratum index | – | Identifies the j-th stratum within the locality | |
Municipality index within stratum | – | Index identifying k-th municipality in stratum | |
Number of sampled municipalities in stratum | – | Number of municipalities sampled in stratum l | |
Estimated required number of municipalities in stratum | – | Minimum required number of municipalities in stratum to achieve desired precision | |
Total number of estimates used for variance in stratum | – | Total number of municipality-level estimates used to calculate | |
Stratum index at the national level | – | Index identifying l-th national-level stratum | |
Actual sample size | – | Number of analyzed collection containers—number of samples | |
Estimated minimum required sample size | – | Number of samples required to achieve the desired precision, based on variance and confidence level | |
Actual sample size in stratum | – | Number of analyzed samples in stratum | |
Estimated required sample size in stratum | – | Estimated number of samples needed in stratum to achieve the desired precision | |
Estimated total required number of municipalities | – | Estimated number of samples needed to achieve the desired precision at national level | |
True ratio of waste fraction to total waste | – | The real share (unknown) of a given waste type in the container, which is estimated based on measurements. | |
Estimated ratio of waste fraction based on a sample of size | – | Point estimate of calculated from samples | |
Estimated ratio of waste fraction in j-th stratum | – | Estimated share of specific waste fraction in stratum | |
Bootstrap estimate of waste fraction ratio for whole locality in sample | – | Estimated waste fraction ratio for locality from b-th bootstrap resample | |
Estimated ratio for stratum | – | Weighted estimate of waste fraction ratio in stratum | |
Estimated ratio in municipality of stratum | – | Estimate of waste fraction ratio for municipality k in stratum | |
Estimated national waste fraction ratio | – | Aggregated estimator across all strata (national estimate) | |
Quantile of Student’s t-distribution | – | quantile of t-distribution with degrees of freedom , used in a confidence interval | |
Total weight of waste in the i-th container | kg | Total weight of all waste fraction in the single analyzed sample | |
Total waste weight in i-th sample in j-th stratum | kg | Total waste weight in container within stratum | |
Mean total waste weight per sample | kg | Average total waste weight per container | |
Mean total waste weight per sample within stratum | kg | Average total waste weight per container | |
Quantile of the standard normal distribution | – | 1 − α/2 quantile of the standard normal distribution | |
Variance estimator of | – | Estimated variance of the ratio estimator | |
Asymptotic variance of | Estimated variance of (variance of log-transformed point estimate) | ||
Asymptotic variance of when number of samples is | Estimated variance of (variance of log-transformed point estimate) when number of samples is enough to ensure desired precision | ||
Variance estimator of | – | Estimated variance of waste fraction ratio in stratum | |
First component of variance of | – | Variability resulting from within-municipality estimates | |
Second component of variance of | – | Variability resulting from location selection | |
Variance of | – | Variability of waste ratio estimate for stratum | |
Variance of | – | Variance of waste ratio estimate for municipality in stratum | |
Estimated variance of national estimate | – | Estimated variance of , used in confidence interval calculation | |
Weight of j-th stratum | – | Proportional weight of stratum (based on waste production or population share) | |
Weight of municipality within stratum | – | Proportion of waste production from municipality k within stratum | |
Square of municipality weight | – | Squared weight of municipality k k within stratum l | |
Weight of stratum | – | Relative contribution of stratum to national waste production | |
Weight of the particular waste fraction in the i-th container | kg | Weight of selected waste fraction (e.g., paper, plastic) in the single analyzed sample | |
Weight of waste fraction in i-th sample in j-th stratum | kg | Weight of selected waste fraction in container within stratum | |
Significance level | – | Probability of rejecting a true parameter | |
Desired precision | – | Maximum acceptable half-length of the confidence interval | |
Logit-transformed estimate of | – | Transformed estimate to ensure non-negativity | |
Correction factor in j-th stratum | – | Adjusts variance estimator for small samples in stratum | |
Correction factor for variance estimator | – | Adjust variance to account for small sample effects and different container weights (recommendation) | |
Estimate of standard deviation of waste fraction ratio | – | Sample-based estimate of standard deviation of observed ratios | |
Estimate of standard deviation of waste fraction ratio in stratum | – | Sample-based estimate of standard deviation of observed ratios in stratum | |
Estimated variance of ratios in stratum | – | Variance of municipal waste ratios within stratum |
A.1. Mathematical Model—Estimation Without Stratification (or Any Other Additional Structure)
- Standard asymptotic confidence interval
- Estimation of the sample size to obtain the desired precision
- Alternative confidence intervals
A.2. Mathematical Model—Estimation for a Stratified Locality/Municipality
- Standard asymptotic confidence interval
A.3. Mathematical Model—Estimation of Strata
- –
- First, variability within each municipality, due to limited sampling of containers.
- –
- Second, variability between municipalities, since only a small number of representatives are analyzed in each stratum. Together, this framework ensures that uncertainty from both levels is reflected in the final national estimate. Using weighted aggregation reflects the actual waste production share of each stratum or municipality, preventing overrepresentation of smaller regions or underrepresentation of large waste producers.
- Variance estimation
- Confidence interval and estimating the number of municipalities needed to obtain a given precision
A.4. Mathematical Model—National Estimation
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Paper | Assumptions Check | Point/Interval Estimate | Absolute/Relative Estimate | Number of Samples | Statistical Hypotheses | Aggregation of Results |
---|---|---|---|---|---|---|
[4] | no | point, interval, log interval, correlation | relative | no | yes | no |
[16] | no | point, interval | relative | no | yes | only results |
[19] | no | no | no | no | no | no |
[20] | no | point | absolute | no | yes | no |
[21] | no | point | relative | no | yes | no |
[22] | no | point | relative | no | yes | no |
[23] | no | point | relative | no | no | no |
[24] | yes | point, interval | both | no | no | no |
[25] | no | point | relative | no | no | no |
[26] | no | interval | both | yes | no | no |
[27] | no | point | relative | no | no | only results |
[28] | no | point | relative | no | no | no |
[29] | no | point 1 | relative | yes | no | no |
[30] | no | point | relative | no | yes | only results |
[31] | no | point | relative | no | no | brief description |
[32] | no | point 1 | relative | yes | no | only results |
[33] | yes | point, interval | relative | yes | yes | only results |
[34] | no | point, interval | relative | yes | yes | brief description |
[35] | no | point 1 | relative | yes | yes | no |
[36] | yes | point | relative | yes 2 | yes | only results |
[37] | no | point 1 | relative | yes | yes | brief description |
[38] | yes | point, interval | relative | yes | no | no |
S1 | S1 | S2 | S2 | S2 | S3 | S3 | S3 | S3 | ||
---|---|---|---|---|---|---|---|---|---|---|
C1 | C2 | C3 | C4 | C5 | C6 | C7 | C8 | C9 | ||
Paper | Point | 7.70% | 9.50% | 5.10% | 9.90% | 4.10% | 5.20% | 3.60% | 3.00% | 4.80% |
Interval | 5.70% | 8.23% | 3.18% | 7.31% | 3.14% | 3.45% | 2.72% | 1.90% | 3.46% | |
10.26% | 10.89% | 8.12% | 13.18% | 5.38% | 7.64% | 4.64% | 4.65% | 6.69% | ||
Plastic | Point | 8.50% | 9.00% | 4.20% | 10.90% | 6.70% | 5.90% | 4.40% | 5.20% | 6.00% |
Interval | 6.20% | 8.05% | 3.56% | 9.21% | 5.25% | 4.26% | 3.33% | 3.78% | 4.79% | |
11.54% | 10.13% | 4.93% | 12.75% | 8.59% | 8.03% | 5.79% | 7.23% | 7.44% | ||
Glass | Point | 3.70% | 4.00% | 2.30% | 6.50% | 2.80% | 2.20% | 2.20% | 5.40% | 2.10% |
Interval | 2.66% | 3.43% | 1.61% | 4.90% | 1.59% | 1.00% | 1.19% | 2.95% | 1.38% | |
5.18% | 4.75% | 3.39% | 8.55% | 4.85% | 4.61% | 4.00% | 9.51% | 3.21% | ||
Bio waste | Point | 25.10% | 25.10% | 27.50% | 27.70% | 28.10% | 43.00% | 26.30% | 29.60% | 33.80% |
Interval | 21.89% | 21.98% | 21.66% | 24.53% | 23.77% | 34.51% | 20.81% | 22.57% | 27.07% | |
28.52% | 28.45% | 34.21% | 31.14% | 32.78% | 52.01% | 32.63% | 37.71% | 41.25% | ||
Metal | Point | 1.90% | 2.00% | 2.50% | 2.10% | 2.70% | 1.60% | 1.70% | 1.70% | 2.50% |
Interval | 1.57% | 1.72% | 1.72% | 1.50% | 2.18% | 0.88% | 1.25% | 1.05% | 1.06% | |
2.20% | 2.23% | 3.54% | 3.04% | 3.38% | 3.05% | 2.35% | 2.64% | 5.95% | ||
Textile | Point | 4.00% | 2.90% | 4.90% | 2.40% | 2.80% | 1.90% | 2.20% | 2.30% | 2.20% |
Interval | 2.44% | 2.23% | 3.28% | 1.25% | 1.81% | 1.14% | 1.33% | 1.22% | 1.35% | |
6.59% | 3.66% | 7.25% | 4.70% | 4.41% | 3.10% | 3.55% | 4.13% | 3.71% | ||
Composite | Point | 2.00% | 2.00% | 1.60% | 2.40% | 2.30% | 1.70% | 2.00% | 1.60% | 1.80% |
Interval | 1.50% | 1.71% | 1.18% | 2.01% | 1.77% | 1.18% | 1.50% | 1.21% | 1.39% | |
2.61% | 2.25% | 2.05% | 2.84% | 2.86% | 2.57% | 2.55% | 2.17% | 2.36% | ||
Electrical | Point | 0.40% | 0.50% | 0.70% | 1.00% | 0.20% | 0.30% | 0.40% | 1.30% | 0.10% |
Interval | 0.19% | 0.31% | 0.30% | 0.31% | 0.07% | 0.11% | 0.12% | 0.44% | 0.04% | |
0.75% | 0.83% | 1.80% | 3.10% | 0.53% | 0.65% | 1.25% | 3.93% | 0.20% | ||
Others | Point | 21.60% | 23.10% | 22.20% | 24.50% | 26.20% | 14.00% | 20.00% | 20.30% | 19.90% |
Interval | 17.42% | 19.28% | 16.97% | 18.67% | 21.46% | 10.30% | 15.20% | 15.20% | 15.85% | |
26.84% | 27.75% | 30.73% | 32.49% | 32.41% | 18.95% | 25.89% | 26.55% | 25.00% | ||
<40 mm | Point | 25.20% | 22.00% | 29.00% | 12.60% | 24.10% | 24.20% | 37.30% | 29.70% | 26.70% |
Interval | 19.90% | 18.81% | 18.29% | 10.48% | 20.73% | 17.15% | 28.91% | 19.39% | 19.14% | |
31.32% | 25.46% | 42.72% | 15.06% | 27.78% | 33.07% | 46.63% | 42.58% | 35.83% |
Presented Approach | Simple Evaluation | |||
---|---|---|---|---|
Point Estimate | Variance (10-7) | Point Estimate | Variance (10-7) | |
Paper | 6.75% | 1020.4 | 6.64% | 102.1 |
Plastic | 7.32% | 851.7 | 7.06% | 71.8 |
Glass | 3.59% | 392.9 | 3.35% | 30.5 |
Bio waste | 28.37% | 2289.4 | 28.74% | 885.1 |
Metal | 2.06% | 36.7 | 2.06% | 15.7 |
Textile | 2.96% | 204.3 | 3.11% | 55.5 |
Composite | 1.93% | 96.4 | 1.90% | 5.1 |
Electrical | 0.53% | 26.2 | 0.51% | 5.4 |
Others | 21.86% | 1777.9 | 21.92% | 519.7 |
<40 mm | 24.63% | 8301.9 | 24.71% | 997.1 |
Method | Advantages | Limitations |
---|---|---|
Standard asymptotic |
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Logit-transformed |
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Bootstrap |
|
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Šomplák, R.; Smejkalová, V.; Nevrlý, V.; Pluskal, J. Robust Statistical Approaches for Stratified Data of Municipal Solid Waste Composition: A Case Study of the Czech Republic. Recycling 2025, 10, 162. https://doi.org/10.3390/recycling10040162
Šomplák R, Smejkalová V, Nevrlý V, Pluskal J. Robust Statistical Approaches for Stratified Data of Municipal Solid Waste Composition: A Case Study of the Czech Republic. Recycling. 2025; 10(4):162. https://doi.org/10.3390/recycling10040162
Chicago/Turabian StyleŠomplák, Radovan, Veronika Smejkalová, Vlastimír Nevrlý, and Jaroslav Pluskal. 2025. "Robust Statistical Approaches for Stratified Data of Municipal Solid Waste Composition: A Case Study of the Czech Republic" Recycling 10, no. 4: 162. https://doi.org/10.3390/recycling10040162
APA StyleŠomplák, R., Smejkalová, V., Nevrlý, V., & Pluskal, J. (2025). Robust Statistical Approaches for Stratified Data of Municipal Solid Waste Composition: A Case Study of the Czech Republic. Recycling, 10(4), 162. https://doi.org/10.3390/recycling10040162