The Type II Extreme Value distribution is widely applied in modelling extreme events in engineering, hydrology, and environmental studies. Accurate parameter estimation of this distribution remains essential, particularly under conditions of skewed data and the presence of outliers. Traditional estimation techniques such as the Method of Moments, Maximum Likelihood Estimation, and L-moments have been extensively used; however, they often exhibit limitations in efficiency, robustness, or computational stability. To address these challenges, this study examined the performance of Trimmed Linear Moments (1,1) as an alternative to conventional Linear moments for estimating the scale (σ) and shape (α) parameters of the Type II Extreme Value distribution. Monte Carlo simulation experiments were conducted for sample sizes and , and for fixed shape parameter values α = 2, 3 and 4, with scale parameters ranging from 0.3 to 1.5. the simulation was replicated 1000 times, and estimator performance was evaluated using mean squared error (MSE). The results consistently showed that both LM and TLM (1,1) estimators improved in accuracy as sample size increased, indicating asymptotic consistency. However, the TLM (1,1) method consistently produced smaller mean squared error MSE values than the conventional L-moments across all parameter settings and sample sizes. The study therefore recommends TLM (1,1) as a preferred estimation approach for modelling extreme value data.
| Published in | American Journal of Mathematical and Computer Modelling (Volume 11, Issue 3) |
| DOI | 10.11648/j.ajmcm.20261103.12 |
| Page(s) | 120-127 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
| Copyright |
Copyright © The Author(s), 2026. Published by Science Publishing Group |
Type II Extreme Value Distribution, Estimation, Trimmed Linear Moment, Simulation, Mean Square Error
σ | Parameter | Estimator | n = 20 | n = 30 | n = 50 | n = 200 |
|---|---|---|---|---|---|---|
0.3 | Α | LM | 2.0854 (0.0216) | 2.0618 (0.0144) | 2.0325 (0.0083) | 2.0064 (0.0012) |
TLM (1,1) | 2.0412 (0.0112) | 2.0256 (0.0068) | 2.0143 (0.0035) | 2.0021 (0.0004) | ||
| LM | 0.3268 (0.0104) | 0.3187 (0.0071) | 0.3114 (0.0042) | 0.3026 (0.0008) | |
TLM (1,1) | 0.3084 (0.0052) | 0.3056 (0.0031) | 0.3032 (0.0017) | 0.3004 (0.0002) | ||
0.6 | Α | LM | 2.0732 (0.0189) | 2.0521 (0.0126) | 2.0268 (0.0071) | 2.0055 (0.0010) |
TLM (1,1) | 2.0367 (0.0098) | 2.0212 (0.0054) | 2.0116 (0.0029) | 2.0018 (0.0003) | ||
| LM | 0.6435 (0.0221) | 0.6286 (0.0142) | 0.6178 (0.0083) | 0.6041 (0.0015) | |
TLM (1,1) | 0.6121 (0.0116) | 0.6085 (0.0067) | 0.6043 (0.0035) | 0.6008 (0.0005) | ||
0.9 | α | LM | 2.0641 (0.0158) | 2.0478 (0.0102) | 2.0224 (0.0064) | 2.0041 (0.0008) |
TLM (1,1) | 2.0312 (0.0081) | 2.0184 (0.0045) | 2.0095 (0.0023) | 2.0015 (0.0002) | ||
| LM | 0.9672 (0.0426) | 0.9453 (0.0268) | 0.9241 (0.0154) | 0.9067 (0.0028) | |
TLM (1,1) | 0.9185 (0.0193) | 0.9124 (0.0108) | 0.9058 (0.0055) | 0.9011 (0.0008) | ||
1.2 | α | LM | 2.0575 (0.0136) | 2.0412 (0.0088) | 2.0187 (0.0051) | 2.0036 (0.0006) |
TLM (1,1) | 2.0274 (0.0067) | 2.0152 (0.0038) | 2.0081 (0.0019) | 2.0012 (0.0001) | ||
| LM | 1.2868 (0.0631) | 1.2576 (0.0392) | 1.2361 (0.0224) | 1.2092 (0.0035) | |
TLM (1,1) | 1.2245 (0.0284) | 1.2168 (0.0156) | 1.2087 (0.0079) | 1.2015 (0.0011) | ||
1.5 | α | LM | 2.0496 (0.0117) | 2.0368 (0.0071) | 2.0159 (0.0042) | 2.0031 (0.0005) |
TLM (1,1) | 2.0236 (0.0058) | 2.0131 (0.0031) | 2.0067 (0.0015) | 2.0010 (0.0001) | ||
| LM | 1.6084 (0.0842) | 1.5795 (0.0514) | 1.5527 (0.0288) | 1.5138 (0.0042) | |
TLM (1,1) | 1.5324 (0.0361) | 1.5231 (0.0197) | 1.5112 (0.0098) | 1.5018 (0.0013) |
σ | Parameter | Estimator | n = 20 | n = 30 | n = 50 | n = 200 |
|---|---|---|---|---|---|---|
0.3 | α | LM | 3.0968 (0.0321) | 3.0715 (0.0206) | 3.0423 (0.0117) | 3.0084 (0.0018) |
TLM (1,1) | 3.0485 (0.0156) | 3.0297 (0.0089) | 3.0164 (0.0043) | 3.0025 (0.0005) | ||
σ | LM | 0.3286 (0.0118) | 0.3198 (0.0074) | 0.3121 (0.0046) | 0.3028 (0.0009) | |
TLM (1,1) | 0.3092 (0.0057) | 0.3061 (0.0034) | 0.3036 (0.0018) | 0.3005 (0.0002) | ||
0.6 | α | LM | 3.0842 (0.0278) | 3.0616 (0.0183) | 3.0368 (0.0104) | 3.0075 (0.0016) |
TLM (1,1) | 3.0413 (0.0134) | 3.0254 (0.0077) | 3.0138 (0.0039) | 3.0022 (0.0004) | ||
σ | LM | 0.6462 (0.0246) | 0.6318 (0.0152) | 0.6184 (0.0091) | 0.6045 (0.0017) | |
TLM (1,1) | 0.6135 (0.0121) | 0.6089 (0.0070) | 0.6047 (0.0038) | 0.6009 (0.0005) | ||
0.9 | α | LM | 3.0765 (0.0245) | 3.0552 (0.0158) | 3.0314 (0.0092) | 3.0067 (0.0013) |
TLM (1,1) | 3.0368 (0.0118) | 3.0221 (0.0066) | 3.0122 (0.0033) | 3.0019 (0.0003) | ||
σ | LM | 0.9714 (0.0463) | 0.9498 (0.0294) | 0.9265 (0.0171) | 0.9074 (0.0031) | |
TLM (1,1) | 0.9203 (0.0208) | 0.9135 (0.0116) | 0.9062 (0.0061) | 0.9012 (0.0009) | ||
1.2 | α | LM | 3.0689 (0.0207) | 3.0493 (0.0137) | 3.0268 (0.0080) | 3.0058 (0.0011) |
TLM (1,1) | 3.0324 (0.0099) | 3.0195 (0.0055) | 3.0105 (0.0028) | 3.0016 (0.0002) | ||
σ | LM | 1.2896 (0.0684) | 1.2614 (0.0428) | 1.2385 (0.0249) | 1.2106 (0.0038) | |
TLM (1,1) | 1.2263 (0.0302) | 1.2181 (0.0167) | 1.2096 (0.0086) | 1.2017 (0.0012) | ||
1.5 | α | LM | 3.0618 (0.0184) | 3.0447 (0.0119) | 3.0235 (0.0068) | 3.0051 (0.0009) |
TLM (1,1) | 3.0288 (0.0087) | 3.0173 (0.0048) | 3.0092 (0.0024) | 3.0013 (0.0002) | ||
σ | LM | 1.6124 (0.0895) | 1.5827 (0.0551) | 1.5556 (0.0314) | 1.5146 (0.0045) | |
TLM (1,1) | 1.5348 (0.0384) | 1.5245 (0.0211) | 1.5121 (0.0107) | 1.5019 (0.0014) |
σ | Parameter | Estimator | n = 20 | n = 30 | n = 50 | n = 200 |
|---|---|---|---|---|---|---|
0.3 | α | LM | 4.1124 (0.0418) | 4.0865 (0.0276) | 4.0537 (0.0152) | 4.0108 (0.0023) |
TLM (1,1) | 4.0561 (0.0194) | 4.0342 (0.0111) | 4.0188 (0.0055) | 4.0031 (0.0006) | ||
| LM | 0.3302 (0.0135) | 0.3215 (0.0087) | 0.3132 (0.0051) | 0.3030 (0.0010) | |
TLM (1,1) | 0.3105 (0.0062) | 0.3068 (0.0037) | 0.3040 (0.0019) | 0.3006 (0.0002) | ||
0.6 | α | LM | 4.0985 (0.0365) | 4.0742 (0.0234) | 4.0461 (0.0132) | 4.0097 (0.0020) |
TLM (1,1) | 4.0492 (0.0173) | 4.0301 (0.0098) | 4.0164 (0.0048) | 4.0028 (0.0005) | ||
| LM | 0.6485 (0.0274) | 0.6332 (0.0173) | 0.6201 (0.0102) | 0.6050 (0.0019) | |
TLM (1,1) | 0.6144 (0.0132) | 0.6097 (0.0076) | 0.6052 (0.0040) | 0.6010 (0.0005) | ||
0.9 | α | LM | 4.0896 (0.0314) | 4.0675 (0.0201) | 4.0412 (0.0118) | 4.0088 (0.0017) |
TLM (1,1) | 4.0445 (0.0148) | 4.0268 (0.0083) | 4.0146 (0.0041) | 4.0024 (0.0004) | ||
| LM | 0.9743 (0.0498) | 0.9528 (0.0317) | 0.9294 (0.0186) | 0.9082 (0.0033) | |
TLM (1,1) | 0.9221 (0.0225) | 0.9148 (0.0125) | 0.9070 (0.0064) | 0.9014 (0.0009) | ||
1.2 | α | LM | 4.0814 (0.0272) | 4.0613 (0.0178) | 4.0365 (0.0101) | 4.0076 (0.0015) |
TLM (1,1) | 4.0403 (0.0129) | 4.0241 (0.0071) | 4.0130 (0.0035) | 4.0021 (0.0003) | ||
| LM | 1.2925 (0.0728) | 1.2648 (0.0457) | 1.2412 (0.0264) | 1.2115 (0.0040) | |
TLM (1,1) | 1.2281 (0.0319) | 1.2196 (0.0175) | 1.2104 (0.0090) | 1.2019 (0.0012) | ||
1.5 | α | LM | 4.0748 (0.0239) | 4.0554 (0.0156) | 4.0321 (0.0089) | 4.0068 (0.0012) |
TLM (1,1) | 4.0367 (0.0112) | 4.0219 (0.0062) | 4.0116 (0.0030) | 4.0018 (0.0003) | ||
| LM | 1.6153 (0.0942) | 1.5864 (0.0587) | 1.5581 (0.0336) | 1.5155 (0.0048) | |
TLM (1,1) | 1.5367 (0.0402) | 1.5258 (0.0220) | 1.5129 (0.0111) | 1.5021 (0.0015) |
MOM | Method of Moments |
MLE | Maximum Likelihood Estimation |
GEV | Generalized Extreme Value |
TLMs | Trimmed Linear Moments |
RMSE | Root Mean Squared Error |
MSE | Mean Squared Error |
| [1] | Adeyemi, A. O., Ojo, S. K., and Adewale, B. T. (2020). Performance of trimmed L-moments in estimating parameters of heavy-tailed hydrological distributions. Journal of Hydrological Modeling and Statistics, 12(3), 145-162. |
| [2] | Bello, T. A., Ogunleye, A. O., and Adebayo, K. S. (2022). Estimation of Type II extreme value distribution parameters using L-moments, MLE and trimmed L-moments. Nigerian Journal of Statistical Modelling, 14(1), 45-63. |
| [3] | Elamir, E. A., and Seheult, A. H. (2003). Trimmed L-moments. Computational Statistics and Data Analysis, 43(3), 299-314. |
| [4] | Embrechts, P., Klüppelberg, C., and Mikosch, T. (1997). Modelling extremal events: For insurance and finance. Springer. |
| [5] | García-Marín, R., Torres, M., and Morales, F. (2024). Assessment of L-moment variations for extreme rainfall quantile projections. Journal of Applied Hydrology, 31(4), 410-425. |
| [6] | Hassan, M. A., Al-Ghamdi, A. S., and Ibrahim, E. M. (2022). Parameter estimation of two-parameter Fréchet distribution under progressive censoring using trimmed L-moments. Communications in Statistics - Simulation and Computation, 51(8), 4520-4538. |
| [7] | Hosking, J. R. M. (1990). L-moments: Analysis and estimation of distributions using linear combinations of order statistics. Journal of the Royal Statistical Society: Series B (Methodological), 52(1), 105-124. |
| [8] | Hosking, J. R. M., Wallis, J. R., and Wood, E. F. (1985). Estimation of the generalized extreme-value distribution by the method of probability-weighted moments. Technometrics, 27(3), 251-261. |
| [9] | Kovács, P., and Zempléni, A. (2024). Trimmed order statistics in non-stationary extreme value models under data contamination. Extremes, 27(1), 89-112. |
| [10] | Lopez, A., García, M., and Hernández, R. (2025). Performance of trimmed linear moments in extreme rainfall modelling and return level estimation. Journal of Hydrological Statistics, 18(2), 115-134. |
| [11] | Naveed, M., Aslam, M., and Shahbaz, M. Q. (2022). Robust L-moment estimation procedures for modelling extreme rainfall events using multi-decade hydrological records. Hydrological Sciences Journal, 67(5), 712-728. |
| [12] | Ojo, S. K., and Adewale, B. T. (2023). Monte Carlo evaluation of TLM (1,1) parameter estimation for heavy-tailed extreme value distributions. Computational Statistics, 38(2), 789-808. |
| [13] | Rahman, M. M., Khan, A. A., and Islam, M. S. (2023). Comparative investigation of trimmed L-moment and Bayesian estimation procedures for extreme value distributions. Journal of Statistical Computation and Simulation, 93(4), 540-558. |
| [14] | Singh, R., Kumar, P., and Sharma, A. (2023). Comparative assessment of parameter estimation methods for GEV dis-tribution in monsoon rainfall modelling. International Journal of Climatology and Hydrological Studies, 41(6), 889-905. |
| [15] | Wang, Y., Chen, L., and Zhang, X. (2025). Theoretical asymptotic properties of generalized trimmed L-moments for Type II extreme value distribution. Annals of the Institute of Statistical Mathematics, 77(1), 55-78. |
| [16] | Wilks, D. S. (2006). Statistical methods in the atmospheric sciences (2nd ed.). Academic Press. |
APA Style
Oluwadare, A., Opeyemi, I. A., Ayooluwa, O. E., Emmanuel, A. A. (2026). Trimmed Linear Moments Approach to Estimation of Type II Extreme Value Distribution. American Journal of Mathematical and Computer Modelling, 11(3), 120-127. https://doi.org/10.11648/j.ajmcm.20261103.12
ACS Style
Oluwadare, A.; Opeyemi, I. A.; Ayooluwa, O. E.; Emmanuel, A. A. Trimmed Linear Moments Approach to Estimation of Type II Extreme Value Distribution. Am. J. Math. Comput. Model. 2026, 11(3), 120-127. doi: 10.11648/j.ajmcm.20261103.12
@article{10.11648/j.ajmcm.20261103.12,
author = {Akinyemi Oluwadare and Ilesanmi Anthony Opeyemi and Odukoya Elijah Ayooluwa and Aladejana Ayosunkanmi Emmanuel},
title = {Trimmed Linear Moments Approach to Estimation of Type II Extreme Value Distribution},
journal = {American Journal of Mathematical and Computer Modelling},
volume = {11},
number = {3},
pages = {120-127},
doi = {10.11648/j.ajmcm.20261103.12},
url = {https://doi.org/10.11648/j.ajmcm.20261103.12},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajmcm.20261103.12},
abstract = {The Type II Extreme Value distribution is widely applied in modelling extreme events in engineering, hydrology, and environmental studies. Accurate parameter estimation of this distribution remains essential, particularly under conditions of skewed data and the presence of outliers. Traditional estimation techniques such as the Method of Moments, Maximum Likelihood Estimation, and L-moments have been extensively used; however, they often exhibit limitations in efficiency, robustness, or computational stability. To address these challenges, this study examined the performance of Trimmed Linear Moments (1,1) as an alternative to conventional Linear moments for estimating the scale (σ) and shape (α) parameters of the Type II Extreme Value distribution. Monte Carlo simulation experiments were conducted for sample sizes and , and for fixed shape parameter values α = 2, 3 and 4, with scale parameters ranging from 0.3 to 1.5. the simulation was replicated 1000 times, and estimator performance was evaluated using mean squared error (MSE). The results consistently showed that both LM and TLM (1,1) estimators improved in accuracy as sample size increased, indicating asymptotic consistency. However, the TLM (1,1) method consistently produced smaller mean squared error MSE values than the conventional L-moments across all parameter settings and sample sizes. The study therefore recommends TLM (1,1) as a preferred estimation approach for modelling extreme value data.},
year = {2026}
}
TY - JOUR T1 - Trimmed Linear Moments Approach to Estimation of Type II Extreme Value Distribution AU - Akinyemi Oluwadare AU - Ilesanmi Anthony Opeyemi AU - Odukoya Elijah Ayooluwa AU - Aladejana Ayosunkanmi Emmanuel Y1 - 2026/10/20 PY - 2026 N1 - https://doi.org/10.11648/j.ajmcm.20261103.12 DO - 10.11648/j.ajmcm.20261103.12 T2 - American Journal of Mathematical and Computer Modelling JF - American Journal of Mathematical and Computer Modelling JO - American Journal of Mathematical and Computer Modelling SP - 120 EP - 127 PB - Science Publishing Group SN - 2578-8280 UR - https://doi.org/10.11648/j.ajmcm.20261103.12 AB - The Type II Extreme Value distribution is widely applied in modelling extreme events in engineering, hydrology, and environmental studies. Accurate parameter estimation of this distribution remains essential, particularly under conditions of skewed data and the presence of outliers. Traditional estimation techniques such as the Method of Moments, Maximum Likelihood Estimation, and L-moments have been extensively used; however, they often exhibit limitations in efficiency, robustness, or computational stability. To address these challenges, this study examined the performance of Trimmed Linear Moments (1,1) as an alternative to conventional Linear moments for estimating the scale (σ) and shape (α) parameters of the Type II Extreme Value distribution. Monte Carlo simulation experiments were conducted for sample sizes and , and for fixed shape parameter values α = 2, 3 and 4, with scale parameters ranging from 0.3 to 1.5. the simulation was replicated 1000 times, and estimator performance was evaluated using mean squared error (MSE). The results consistently showed that both LM and TLM (1,1) estimators improved in accuracy as sample size increased, indicating asymptotic consistency. However, the TLM (1,1) method consistently produced smaller mean squared error MSE values than the conventional L-moments across all parameter settings and sample sizes. The study therefore recommends TLM (1,1) as a preferred estimation approach for modelling extreme value data. VL - 11 IS - 3 ER -