https://oldena.lpnu.ua/handle/ntb/55669| Title: | Comparison of the methods of surface runoff modelling from the urbanized subcatchments for estimation of peak loads on the environment |
| Authors: | Mysak, Ihor Zhuk, Volodymyr Petrushka, Kateryna |
| Affiliation: | Lviv Polytechnic National University |
| Bibliographic description (Ukraine): | Mysak I. Comparison of the methods of surface runoff modelling from the urbanized subcatchments for estimation of peak loads on the environment / Ihor Mysak, Volodymyr Zhuk, Kateryna Petrushka // Environmental Problems. — Lviv : Lviv Politechnic Publishing House, 2020. — Vol 5. — No 1. — P. 1–6. |
| Bibliographic description (International): | Mysak I. Comparison of the methods of surface runoff modelling from the urbanized subcatchments for estimation of peak loads on the environment / Ihor Mysak, Volodymyr Zhuk, Kateryna Petrushka // Environmental Problems. — Lviv : Lviv Politechnic Publishing House, 2020. — Vol 5. — No 1. — P. 1–6. |
| Is part of: | Environmental Problems, 1 (5), 2020 |
| Issue: | 1 |
| Volume: | 5 |
| Issue Date: | 10-Feb-2020 |
| Publisher: | Видавництво Львівської політехніки Lviv Politechnic Publishing House |
| Place of the edition/event: | Львів Lviv |
| DOI: | doi.org/10.23939/ep2020.01.001 |
| Keywords: | surface runoff impervious subcatchment nonlinear reservoir method sector method stormwater hydrograph |
| Number of pages: | 6 |
| Page range: | 1-6 |
| Start page: | 1 |
| End page: | 6 |
| Abstract: | Stormwater hydrographs from the typical urban impervious subcatchments are analyzed theoretically using the nonlinear reservoir method and the sector method. The peak flow rates of hydrographs from the impervious rectangular subcatchments are 0.774 times less using the nonlinear reservoir method comparing the sector method for all investigated input parameters. |
| URI: | https://ena.lpnu.ua/handle/ntb/55669 |
| Copyright owner: | © Національний університет “Львівська політехніка”, 2020 © Mysak I., Zhuk V., Petrushka K., 2020 |
| URL for reference material: | https://doi.org/10.23939/ep2019.02.074 |
| References (Ukraine): | [1] European waters. Assessment of status and pressures 2018. EEA Report No7/2018. European Envir. Agency. 2018, 85. [2] Masikevych A., Malovanyy M., Yaremchuk V., Kolotylo M., Masikevych Y.: J. Envir. Probl., 2018, 3(4), 265. [3] IurchenkoV.,MelnikovaO.,MikhalevichN.,BorzenkoO.: J. Envir. Probl., 2019, 4 (2), 74. https://doi.org/10.23939/ep2019.02.074 [4] James W., Rossman L.: Water systems models. User’s guide to SWMM 5, 13th ed. CHI Press Publication, Ontario, Canada. 2010, 905. [5] Tkachuk S. G. and Zhuk V. M.: Reghuljuvannja doshchovogho stoku v systemakh vodovidvedennja: monoghrafija. Vydavnyctvo Lvivskoji politekhniky, Lviv 2012. (in Ukrainian) [6] Borah D. K.: Hydrol. Proces., 2011, 25, 3472. [7] Hromadka T. V.: Environ.Software, 1990, 5 (2), 82. [8] Moradkhani H.: General review of rainfall-runoff modeling: model calibration, data assimilation, and uncertainty analysis [in:] Sorooshian S., Hsu K. L., Coppola E., Tomassetti B., Verdecchia M., Visconti G. (Ed.), Hydrological Modelling and the Water Cycle. Water Science and Technology Library. Springer Science + Business Media B.V. 2009, 63, 1−24. [9] Xiong Y., Melching C.S.: J. Hydrol. Eng., 2005, 10(1), 39. [10] Zhuk V. M.: Visn. Nats. Univ. Lviv Polytechnic “Theory and Practice of Construction”, 2007, 602, 61. (in Ukrainian) [11] Berko A., Zhuk V., Sereda I.: J. Envir. Probl., 2017, 2 (2), 97. [12] Wang K. H., Altunkaynak A.: J. Hydrol. Eng. 2012, 17(2), 281. [13] Zhuk V. M., Matlai I. I.: Probl. of Water Supply, Sewerage and Hydraulics, 2012, 19, 31. (in Ukrainian) |
| References (International): | [1] European waters. Assessment of status and pressures 2018. EEA Report No7/2018. European Envir. Agency. 2018, 85. [2] Masikevych A., Malovanyy M., Yaremchuk V., Kolotylo M., Masikevych Y., J. Envir. Probl., 2018, 3(4), 265. [3] IurchenkoV.,MelnikovaO.,MikhalevichN.,BorzenkoO., J. Envir. Probl., 2019, 4 (2), 74. https://doi.org/10.23939/ep2019.02.074 [4] James W., Rossman L., Water systems models. User’s guide to SWMM 5, 13th ed. CHI Press Publication, Ontario, Canada. 2010, 905. [5] Tkachuk S. G. and Zhuk V. M., Reghuljuvannja doshchovogho stoku v systemakh vodovidvedennja: monoghrafija. Vydavnyctvo Lvivskoji politekhniky, Lviv 2012. (in Ukrainian) [6] Borah D. K., Hydrol. Proces., 2011, 25, 3472. [7] Hromadka T. V., Environ.Software, 1990, 5 (2), 82. [8] Moradkhani H., General review of rainfall-runoff modeling: model calibration, data assimilation, and uncertainty analysis [in:] Sorooshian S., Hsu K. L., Coppola E., Tomassetti B., Verdecchia M., Visconti G. (Ed.), Hydrological Modelling and the Water Cycle. Water Science and Technology Library. Springer Science + Business Media B.V. 2009, 63, 1−24. [9] Xiong Y., Melching C.S., J. Hydrol. Eng., 2005, 10(1), 39. [10] Zhuk V. M., Visn. Nats. Univ. Lviv Polytechnic "Theory and Practice of Construction", 2007, 602, 61. (in Ukrainian) [11] Berko A., Zhuk V., Sereda I., J. Envir. Probl., 2017, 2 (2), 97. [12] Wang K. H., Altunkaynak A., J. Hydrol. Eng. 2012, 17(2), 281. [13] Zhuk V. M., Matlai I. I., Probl. of Water Supply, Sewerage and Hydraulics, 2012, 19, 31. (in Ukrainian) |
| Content type: | Article |
| Appears in Collections: | Environmental Problems. – 2020. – Vol. 5, No. 1 |
| File | Description | Size | Format | |
|---|---|---|---|---|
| 2020v5n1_Mysak_I-Comparison_of_the_methods_of_1-6.pdf | 319.57 kB | Adobe PDF | View/Open | |
| 2020v5n1_Mysak_I-Comparison_of_the_methods_of_1-6__COVER.png | 449.78 kB | image/png | View/Open |
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