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Analysis of Combined Sewer Flow Storage Scenarios Prior to Wastewater Treatment Plant


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[l] Ahnert M, Tränckner J, Günthe N, Hoeft S, Krebs P. Water Sci Technol. 2009;60:1875-1883. DOI:10.2166/wst.2009.514.10.2166/wst.2009.51419809151Open DOISearch in Google Scholar

[2] Brzezinska A, Zawilski M. Ochr Śr. 2010;32:21-26. http://www.os.not.pl/docs/czasopismo/2010/Brzezinska_3-2010.pdf.Search in Google Scholar

[3] Anta J, Beneyto M, Cagiao J, Temprano J, Piňeiro J, González J, et al. Analysis of combined sewer overflow spill frequency/volume in north of Spain. Proc Congress - Int Assoc Hydraulic Res. 2007;32:458-467. www.geama.org/sanitaria/index.php?o=downloads&i=67.Search in Google Scholar

[4] Todeschini S, Papiri S, Ciaponi C. J Environ Manage. 2012;101:33-45. DOI: 10.1016/j.jenvman.2012.02.003.10.1016/j.jenvman.2012.02.003Open DOISearch in Google Scholar

[5] Calabrò PS, Viviani G. Water Res. 2006;40(1):83-90. DOI: 10.1016/j.watres.2005.10.025.10.1016/j.watres.2005.10.025Open DOISearch in Google Scholar

[6] Temprano J, Tejero I. Environ Technol. 2002;23:663-675. DOI: 10.1080/09593332308618381.10.1080/0959333230861838112118618Open DOISearch in Google Scholar

[7] Zawilski M, Sakson G. Optimal control strategies for stormwater detention tanks. 10th Int. Conf. on Urban Drainage. Copenhagen/Denmark; 2005. http://www2.er.dtu.dk/publications/fulltext/2005/MR2005-199.Search in Google Scholar

[8] Rozporządzenie Ministra Środowiska z 18 listopada 2014 r. w sprawie warunków, jakie należy spełnić przy wprowadzaniu ścieków do wód lub do ziemi, oraz w sprawie substancji szczególnie szkodliwych dla środowiska wodnego (Dz.U. 2014, poz. 1800). (Regulation of the Minister of the Environment of November 18, 2014 on the conditions to be met when introducing sewage into waters or into the ground, and on substances particularly harmful to the aquatic environment (Journal of Laws 2014, 1800)).Search in Google Scholar

[9] Lau J, Butler D, Schütze M. Urban Wat. 2002;4:181-189. DOI: 10.1016/S1462-0758(02)00013-4.10.1016/S1462-0758(02)00013-4Open DOISearch in Google Scholar

[10] Llopart-Mascaró A, Farreny R, Gabarrell X, Rieradevall J, Gil A, Martinez M, et al. Urban Wat J. 2015;12:219-228. DOI: 10.1080/1573062X.2013.868499.10.1080/1573062X.2013.868499Search in Google Scholar

[11] Guillon A, Kovacs Y, Pascal O, Ruszniewski M. Evaluating on-line storage in the Haut-de-Seine Departement sewer network in order to reduce overflows to the river Seine. 11th Int. Conf Urban Drainage, Edinburgh, Scotland, UK; 2008. https://web.sbe.hw.ac.uk/staffprofiles/bdgsa/11th_International_Conference_on_Urban_Drainage_CD/ICUD08.Search in Google Scholar

[12] Ashley R, Dudley J, Vollertsen J, Saul AJ, Jack A, Blanksby JR. Water Sci Technol. 2002;45(3):239-246. https://iwaponline.com/wst/article-pdf/45/3/239/425103/239.pdf.10.2166/wst.2002.0084Open DOISearch in Google Scholar

[13] Jack AG, Ashley R. Water Sci Technol. 2002;45(3):247-253. https://iwaponline.com/wst/article-pdf/45/3/247/425144/247.pdf.10.2166/wst.2002.0085Open DOISearch in Google Scholar

[14] Vezzaro L, Christensen ML, Thirsing C, Grum M, Mikkelsen PS. Procedia Eng. 2014;70:1707-1716. DOI: 10.1016/j.proeng.2014.02.188.10.1016/j.proeng.2014.02.188Open DOISearch in Google Scholar

[15] Dirckx G, Schütze M, Kroll S, Thoeye Ch, De Gueldre G, Van De Steene B. Urban Wat J. 2011;8:367-377. DOI:10.1080/1573062X.2011.630092.10.1080/1573062X.2011.630092Search in Google Scholar

[16] Beeneken T, Erbe V, Messmer A, Reder C, Rohlfing R, Scheer M, et al. Urban Wat J. 2013;10:293-299. DOI: 10.1080/1573062X.2013.790980.10.1080/1573062X.2013.790980Search in Google Scholar

[17] Butler D, Davies JW. Urban Drainage. London: E&FN SPON; 2011. ISBN: 0203149696.Search in Google Scholar

[18] Campisano AP, Creaco E, Modica C. Improving combined sewer overflows and treatment plant performance by real-time control operation. In: Enhancing Urban Environment Upgrading and Restoration, IV. Earth and Environmental Sciences, 43. NATO Science Series, 2004;123-138. ISBN: 1402026927.10.1007/1-4020-2694-3_11Search in Google Scholar

[19] Bolmstedt J, Olsson G. Water Sci Technol. 2005;52(12):113-121. https://iwaponline.com/wst/article-pdf/52/12/113/433169/113.pdf.10.2166/wst.2005.0442Search in Google Scholar

[20] Fuchs L, Beeneken T, Pfannhauser G, Steinwender A. Experience with the implementation of a real-time control strategy for the sewer system of the Vienna city. 10th Int. Conf. Urban Drainage. Copenhagen/Denmark; 2005. http://www2.er.dtu.dk/publications/fulltext/2005/MR2005-199.Search in Google Scholar

[21] Leitão JP, Carbajal JP, Rieckermann J, Simões NE, Sá Marques A, de Sousa LM. J Hydrol. 2018;556:371-383. DOI: 10.1016/j.jhydrol.2017.11.020.10.1016/j.jhydrol.2017.11.020Open DOISearch in Google Scholar

[22] Jean M-È, Duchesne S, Pelletier G, Pleau M. J Hydrol. 2018;565:559-569. DOI: 10.1016/j.jhydrol.2018.08.064.10.1016/j.jhydrol.2018.08.064Open DOISearch in Google Scholar

[23] Wang J, Guo Y. Water Resour Res. 2018;54(5):3357-3375. DOI: 10.1029/2017WR022286.10.1029/2017WR022286Open DOISearch in Google Scholar

[24] Stec A, Słyś D. Ecol Chem Eng S. 2014;21(2):215-228. DOI: 10.2478/eces-2014-0017.10.2478/eces-2014-0017Open DOISearch in Google Scholar

[25] Szetela RW. Treatment plant simulator SymOs v.3.0. Manual. Wrocław: Eco-Consult;1999.Search in Google Scholar

[26] Maruejouls T, Lessard P, Wipliez B, Pelletier G. Vanrolleghem PA. Water Sci Technol. 2011;64:1898-1905. DOI: 10.2166/wst.2011.763.10.2166/wst.2011.76322020485Open DOISearch in Google Scholar

[27] Montalto F, Behr Ch, Alfredo K, Wolf M, Arye M, Walsh M. Landsc Urban Plan. 2007;82:117-131. DOI: 10.1016/j.landurbplan.2007.02.004.10.1016/j.landurbplan.2007.02.004Open DOISearch in Google Scholar

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