Tytuł artykułu
Autorzy
Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Wykorzystanie sztucznych sieci neuronowych w wymiarowaniu zbiorników retencyjnych
Języki publikacji
Abstrakty
One of the essential needs for retention reservoirs is to reduce the volume of wastewater flows in sewer systems. Their main advantage is the potential to increase retention in the system, which in turn improves hydraulic safety by reducing the risk of node flooding and the emergence of the phenomenon of "urban flooding". The increasingly common use of retention reservoirs, the observed changes in the climate and the development of dedicated software tools necessitate the updating of the methods used to dimension retention reservoirs. So far, the best known procedures in this regard involve the application of analytical formulas and tools in the hydrodynamic modelling of current sewage systems. In each case the basis for the retention facility design is the evaluation of rainfall in terms of the probability of occurrence and duration that would result in a critical rainwater flow condition in the sewer system in order to define the required reservoir retention capacity. The purpose of this paper is to analyse of the feasibility of applying artificial neural networks in the preliminary estimation of the duration of critical rainfalls. Such an application of these networks is essential to the process of hydrodynamic modelling of the system and to determining the required retention capacity of the reservoir. The study used an artificial neural network model typically used as part of planning processes, as well as the Statistica software suite.
Czasopismo
Rocznik
Tom
Strony
605--617
Opis fizyczny
Bibliogr. 29 poz., rys., wykr., tab.
Twórcy
autor
- Department of Infrastructure and Sustainable Development, Faculty of Civil and Environmental Engineering and Architecture, Rzeszow University of Technology, al. Powstańców Warszawy 6, 35-959 Rzeszów, Poland, phone +48 17 743 24 09, +48 17 865 17 84
autor
- Department of Infrastructure and Sustainable Development, Faculty of Civil and Environmental Engineering and Architecture, Rzeszow University of Technology, al. Powstańców Warszawy 6, 35-959 Rzeszów, Poland, phone +48 17 743 24 09, +48 17 865 17 84
Bibliografia
- [1] Cutter S, Emrich C, Gall M, Reeves R. Natural Hazards Rev. 2018;19(1):5017005. DOI: 10.1061/(ASCE)NH.1527-6996.0000268.
- [2] Ellis JB. J Environ Planning Manage. 2013;56(1):24-41. DOI: 10.1080/09640568.2011.648752.
- [3] Kordana S. E3S Web Conf. 2018;45:00033. DOI: 10.1051/e3sconf/20184500033.
- [4] Calabrὸ PS, Viviani G. Water Res. 2006;40:83-90. DOI: 10.1016/j.watres.2005.10.025.
- [5] Pochwat K, Iličić K. E3S Web Conf. 2018;45:00065, DOI: 10.1051/e3sconf/20184500065.
- [6] Mazurkiewicz K, Skotnicki M, Cimochowicz-Rybicka M. E3S Web Conf. 2018:30;01018. DOI: 10.1051/e3sconf/20183001018.
- [7] Davydova Y, Volkova Y, Nikonorov A, Aleksandrovskiy M. MATEC Web Conf. 2018;170:02025. DOI: 10.1051/matecconf/201817002025.
- [8] Douglas NI. Water Sci Technol. 1995;32(1):85-91. DOI: 10.1016/0273-1223(95)00542-U.
- [9] Starzec M. E3S Web Conf. 2018;45:00087, DOI: 10.1051/e3sconf/20184500087.
- [10] Fonseca CR, Hidalgo V, Díaz-Delgado C, Vilchis-Francés AY, Gallego I. J Cleaner Prod. 2017;145:323-335. DOI: 10.1016/j.jclepro.2017.01.057.
- [11] Ziembowicz S, Kida M, Koszelnik P. Sep Purif Technol. 2018;204:149-153. DOI: 10.1016/j.seppur.2018.04.073.
- [12] Wołoszyn E. Atmos Res. 1991;27(1-3):219-229. DOI: 10.1016/0169-8095(91)90021-N.
- [13] Yao-Ming Hong. J Hydro-Envir Res. 2008;2:109-117. DOI: 0.1016/j.jher.2008.06.003.
- [14] Ziembowicz S, Kida M, Koszelnik P. Desalin Water Treat. 2018;117:9-14. DOI: 10.5004/dwt.2018.21961.
- [15] Wałęga A, Kaczor G, Stęplewski B. Pol J Environ Stud. 2016;5:2139-2149. DOI: 10.15244/pjoes/62961.
- [16] Andrieu H, Fletcher TD, Hamel P. Adv Water Resour. 2013;5:261-279. DOI: 10.1016/j.advwatres.2012.09.001.
- [17] Mei C, Liu J, Wang H, Shao W, Xia L, Xiang C, et al. Proc IAHS. 2018;379:223-229. DOI: 10.5194/piahs-379-223-2018.
- [18] Zeleňáková M, Markovič G, Kaposztásová D, Vranayová Z. Procedia Eng. 2014;89:1515-1521. DOI: 10.1016/j.proeng.2014.11.442.
- [19] Drake J, Young D, McIntosh N. Water. 2016;8(5):211. DOI: 10.3390/w8050211.
- [20] Wang M, Sun Y, Sweetapple C. J Environ Manage. 2017;204:31-38. DOI: 10.1016/j.jenvman.2017.08.024.
- [21] Elsebaie IH. Journal of King Saud University: Engineering Sciences. 2012;24(2):131-140. DOI:10.1016/j.jksues.2011.06.001.
- [22] Sivapalan M, Blöschl G. J Hydrol. 1998;204(1):150-167. DOI: 10.1016/S0022-1694(97)00117-0.
- [23] Berne A, Delrieu G, Creutin JD, Obled C. J Hydrol. 2004;299:166-179. DOI:10.1016/j.jhydrol.2 004.08.002.
- [24] Weissman S, Anderson N. Org Process Res Dev. 2014;19(11):1605-1633. DOI: 10.1021/op500169m.
- [25] Gironás J, Roesner LA, Rossman LA, Davis J. Environ Modelling Software. 2010;25(6):813-814. DOI: 10.1016/j.envsoft.2009.11.009.
- [26] Costa N, Pires A, Ribeiro C. TQM Magazine. 2006;18(4):386-399 DOI: 10.1108/09544780610671057.
- [27] Elmeligy A, Mehrani P, Thibault J. Appl Sci. 2018;8(6):961. DOI: 10.3390/app8060961.
- [28] Pochwat K. E3S Web Conf. 2018;45:00066. DOI: 10.1051/e3sconf/20184500066.
- [29] Elsafi SH. Alexandria Eng J. 2014;53(3):655-662. DOI: 10.1016/j.aej.2014.06.010.
Uwagi
PL
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-86165d95-0cd1-4380-819f-f85aeac5aba9