Practical information on electrochemical corrosion of water pipelines

• Autorzy: Dąbrowski Wojciech , McGarity Arthur E.

Identyfikatory

DOI

10.36119/15.2021.1.2

Warianty tytułu

PL

Praktyczne aspekty elektrochemicznej korozji przewodów transportujących wodę do picia

• Języki publikacji: EN

Abstrakty

EN

Some aspects of drinking water ductile iron pipeline's electrochemical corrosion are discussed in this paper. We include: the impact of water parameters on its corrosivity, the relationships between the cement mortar lining and head loss to flow, pipeline diameter, and the total alkalinity of water, lifetime of the cement mortar lining. The discussion is lim ited strictly to some practical remarks with little theoretical background.

PL

Opisano wybrane aspekty elektrochemicznej korozji przewodów wodociągowych. Dyskusja ta dotyczyła: oceny korozyjności wody na podstawie jej parametrów fizyczno-chemicznych, wpływu wyprawy cementowej rurociągów na opory przepływu, związków pomiędzy jakością wody i oporami przepływu oraz trwałością wyprawy.

Słowa kluczowe

EN

electrochemical corrosion; corrosivity of water; mortar lining of pipes; korozja elektrochemiczna; korozyjność wody; wyprawa cementowa przewodów rurowych

• Wydawca: Ośrodek Informacji "Technika instalacyjna w budownictwie''
• Czasopismo: Instal
• Rocznik: 2021
• Tom: nr 1
• Strony: 32--34
• Opis fizyczny: Bibliogr. 20 poz.

Twórcy

autor

Dąbrowski Wojciech

• Department of Environmental and Power Engineering, Politechnika Krakowska

• https://orcid.org/0000-0003-0896-793X

autor

McGarity Arthur E.

• Department of Engineering, Swarthmore College, Philadelphia

• https://orcid.org/0000-0003-3579-5088

Bibliografia

• [1] Allen R. G., Relating the Hazen-Williams and Darcy - Weisbach friction loss equations for pressurized irrigation, Applied Engineering in Agriculture, ASAG, 12, 6, 685-693.
• [2] Benefield L. D., Judkins J. F., Weand B. L., Process chemistry for water and wastewater treatment, Prentice-Hall, Inc. Englewoods Cliffs, New Jersey, 1982.
• [3] Berend K., Trouwborst T., Cement-mortar pipes as a source of aluminum, JAWWA, 1999, 91, 91-100
• [4] Bonds R. W., Cement-mortar linings for ductile iron pipe, Ductile Iron Pipe Research Association, Alabama, 2005, 5-th edition.
• [5] Dąbrowski W., Buchta R., Statistical evaluation of calcium carbonate equilibrium in natural water, Lakes&Reservoirs: Research and Management, 2000, 5, 99-104.
• [6] Dąbrowski W., Buchta R., Mackie R. I., Impact of water blending on calcium carbonate equilibrium in water distribution systems - technical note, Journal of Environmental Engineering, ASCE, 2004, Sept., 130, 9, 1059-1062.
• [7] Dąbrowski W., Dąbrowska B., Zielina M., Kaniewski J., Gajewski A., Difference between buffer capacities of water flowing through land of various geological origin, XXI Congresso Nazionale di Merceologia con partecipazione internazionale, Foggia, 204, 22-24 Sept., (CD-edition).
• [8] Dąbrowski W., Buchta R., Dąbrowska B., Mackie R. I., Calcium carbonate equilibria in water supply systems, Environmental Protection engineering, 2010, 2, 75-94.
• [9] Dąbrowski W., Piaseczny G., Numerical simulation of domestic wastewater sewer performance, Lakes&Reservoirs: Research and Management, 2000, 5, 93-97.
• [10] Dąbrowski W., Li F., Mortar lining as a protective layer for ductile iron pipes, International Journal of Civil Engineering, Springer, 2020, Dec., 12 pp.
• [11] Li D., Li Z., Yu J. W., Cao N., Liu R. Y. and Yang M., Characterization of bacterial community structure in a DWDS during an occurrence of red water, Appl. Environ. Microbiol. 2010, 76, 7171-7180.
• [12] Młyńska A., Zielina M., A comparative study of Portland cements CEM I used for water pipe renovation in terms of pollutants leaching from cement coatings and their impact on water quality, Journal of Water Supply: research and technology. Aqua, 218, 67, 7, 685-696.
• [13] Sterhus S. W., Corrosion of iron and copper in potable water distribution systems - the effect of water quality assessment by electrochemical methods, Thesis submitted to the Faculty of Civil and Environmental Engineering, Norwegian University of Science and technology, Faculty of Civil and Environmental Engineering, Department of Hydraulic and Environmental Engineering.
• [14] Młyńska A., Zielina M., Bielski A., Contamination of drinking water soon after cement mortar lining renovation depending on the disinfectant doses.
• [15] Nalluri C., Dąbrowski W., Need for new standards to prevent deposition in wastewater sewers, Journal of Environmental Engineering, ASCE, 1994, 5, 1032-1043.
• [16] Rondeau V., Commenges D., Jacqmin-Gadda H., Dartigues J. F., Relation between aluminum concentrations in drinking water and Alzheimer's disease; an 8-year follow-up study, Am. J. Epidemiol., 2000, 1, 152 (1), 59-66.
• [17] Sontheimer H., Kölle W., Snoeyink V., The siderite model of the formation of corrosion resistant scales, J. Am. Water Works Ass., 1981, 73, 572-579
• [18] Sontheimer, H., Kölle W., Kuch A., Investigations of the reduction and re-oxidation kinetics of iron (lll) oxide scales formed in waters, Corrosion Science, 1998, 28, 3, 221-231.
• [19] Zielina M., Dąbrowski W., Radziszewska-Zielina E., Cement mortar lining as a potential source of water contamination, International Journal of Environmental, Ecological and Mining Engineering, 2014, 8, 10, 628-631.
• [20] Zielina M., Dąbrowski W., Radziszewska-Zielina E., Głód K., Impact of water pipes cementing on quality of drinking water, lnstal, 2014, 12, 65-68 (in Polish).

Uwagi

Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).