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Relevant bibliographies by topics / Cast-iron pipe Corrosion

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Academic literature on the topic 'Cast-iron pipe Corrosion'

Author: Grafiati

Published: 4 June 2021

Last updated: 14 February 2022

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Journal articles on the topic "Cast-iron pipe Corrosion"

1

Mohebbi, H., and C. Q. Li. "Experimental Investigation on Corrosion of Cast Iron Pipes." International Journal of Corrosion 2011 (2011): 1–17. http://dx.doi.org/10.1155/2011/506501.

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It is well known that corrosion is the predominant mechanism for the deterioration of cast iron pipes, leading to the reduction of pipe capacity and ultimate collapse of the pipes. In order to assess the remaining service life of corroded cast iron pipes, it is imperative to understand the mechanisms of corrosion over a long term and to develop models for pipe deterioration. Although many studies have been carried out to determine the corrosion behavior of cast iron, little research has been undertaken to understand how cast iron pipes behave over a longer time scale than hours, days, or weeks

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2

Haubner, Roland, Susanne Strobl, Paul Linhardt, and Erich Halwax. "Investigations on a Defect Sewer Pipe, Attacked by Microbiologically Produced Acid." Materials Science Forum 782 (April 2014): 275–78. http://dx.doi.org/10.4028/www.scientific.net/msf.782.275.

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A nodular cast iron (German designation GGG) sewer pipe leaked within a short time of use (13 years). The pipe was destroyed by sulphuric acid induced corrosion. Microbes form hydrogen sulphide and further oxidation leads to H2SO4. Sewer pipes are coated inside with a protective alumina cement layer, which was attacked firstly, followed by a corrosion of cast iron. Spongiose is a corrosion of cast iron, thereby ferrite is destroyed and graphite and cementite are remaining unattacked. Spongiose is observed commonly in grey cast iron, but is unusual for nodular cast iron. The alumina cement coat

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3

Seica, Michael V., and Jeffrey A. Packer. "Finite Element Evaluation of the Remaining Mechanical Strength of Deteriorated Cast Iron Pipes." Journal of Engineering Materials and Technology 126, no. 1 (2004): 95–102. http://dx.doi.org/10.1115/1.1631027.

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The problem of deteriorating water pipes, resulting in leaks and breaks, affects municipalities worldwide. Corrosion appears to be a leading factor affecting pipe strength and service life. While techniques to evaluate the corrosion damage of in-service pipes are being developed successfully, “affordable” methods to estimate the remaining strength of such pipes are presently not available. A three-dimensional finite element strength evaluation method, as presented herein, is able to predict the strength of corrosion-deteriorated cast iron water pipes subjected to specific loading conditions. I

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Melchers, R. E. "Models for Prediction of Long-Term Corrosion of Cast Iron Water Mains." Corrosion 76, no. 5 (2019): 441–50. http://dx.doi.org/10.5006/3396.

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Corrosion of cast iron pipes buried in wet soils has long been associated with severe localized effects often attributed to microbiological influences and also with the chemical and physical properties of the soils. Despite more than 70 y of research effort, correlations have remained poor. Recently, the reasons for this have been elucidated, as reviewed briefly herein. Also, interpretation of data from actual cast iron pipes buried in a variety of soils for up to 129 y shows that two critical factors governing depth of local corrosion penetration are the type of soil and the compaction of tha

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Suzuki, M., H. Honda, and S. Saka. "Establishment of an effective renewal method for externally corroded distribution pipes." Water Supply 2, no. 4 (2002): 59–64. http://dx.doi.org/10.2166/ws.2002.0121.

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In Japan, generally, the lifetime of distribution pipes (ductile cast iron pipes) is considered to be 40-50 years. However, starting in 1973 in Sapporo, leakage incidents, owing to corrosion on external surface of pipes and joint bolts, started to be found in ductile cast iron pipes which had been laid for less than 10 years. Therefore we have covered the entire length of newly laid pipes with polyethylene sleeves as an anti-corrosion measure. However, leakage incidents caused by external corrosion occurred occasionally along a total of 856 km of distribution pipes laid before this measure sta

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Chung, W. S., M. J. Yu, and H. D. Lee. "Prediction of corrosion rates of water distribution pipelines according to aggressive corrosive water in Korea." Water Science and Technology 49, no. 2 (2004): 19–26. http://dx.doi.org/10.2166/wst.2004.0078.

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The drinking water network serving Korea has been used for almost 100 years. Therefore, pipelines have suffered various degrees of deterioration due to aggressive environments. The pipe breaks were caused by in-external corrosion, water hammer, surface loading, etc. In this paper, we focused on describing corrosion status in water distribution pipes in Korea and reviewing some methods to predict corrosion rates. Results indicate that corrosive water of lakes was more aggressive than river water and the winter was more aggressive compared to other seasons. The roughness growth rates of Dongbok

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Rajani, Balvant, and Jon Makar. "A methodology to estimate remaining service life of grey cast iron water mains." Canadian Journal of Civil Engineering 27, no. 6 (2000): 1259–72. http://dx.doi.org/10.1139/l00-073.

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The decision to repair, renew, or replace existing old grey cast iron mains is typically based on performance indicators such as structural integrity, hydraulic efficiency, system reliability, and water quality. Structural integrity (often quantified as the number of main breaks per kilometre or mile per year) is the most common performance indicator. However, these indicators represent past performance, rather than expected future performance. Decisions based on performance indicators may not, therefore, accurately meet the real needs of the utility owner of the water distribution system. A p

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Duchesne, Sophie, Naoufel Chahid, Nabila Bouzida, and Babacar Toumbou. "Probabilistic modeling of cast iron water distribution pipe corrosion." Journal of Water Supply: Research and Technology-Aqua 62, no. 5 (2013): 279–87. http://dx.doi.org/10.2166/aqua.2013.125.

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Besson-Taboada, S. E. "Applying cast iron pipes aging prediction methodology to the Mendoza, Argentina drinking water network." Water Supply 1, no. 4 (2001): 201–7. http://dx.doi.org/10.2166/ws.2001.0085.

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The drinking water network in the city of Mendoza, Argentina, is, for a great proportion of pipes, more than 40 years old. The network is confronted with a significant number of repairs and leakage is very important. The operator uses a methodology issued from experience in France, which consists of sampling representative lengths of pipes and analysing them for corrosion. Environmental influences are also taken into account for the calculation of corrosion speed. The objective is to obtain a program of replacement based upon the estimation of the remaining lifespan of each pipe in the network

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Seica, Michael V., Jeffrey A. Packer, M. WF Grabinsky, and Barry J. Adams. "Evaluation of the properties of Toronto iron water mains and surrounding soil." Canadian Journal of Civil Engineering 29, no. 2 (2002): 222–37. http://dx.doi.org/10.1139/l01-090.

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The problem of ageing water pipes manifesting leaks and breaks is common to municipalities throughout Canada, North America, and the world. Among them, the City of Toronto has been confronted with water main infrastructure problems, currently encountering a break rate of roughly two occurrences per week over a network of 5347 km. The appropriate corrective action, which aims to restore pipe integrity and prevent future breaks and leaks, should be decided based on a general knowledge of the state of deterioration of the water main network, a thorough understanding of the governing failure modes

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Dissertations / Theses on the topic "Cast-iron pipe Corrosion"

1

Turrell, Michael Bernard. "A study of corrosion and iron pick-up in cast iron water supply pipes." Thesis, University of Hertfordshire, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.303423.

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Millette, Louise. "The effect of pH adjustment on the internal corrosion rate of cast iron and copper water distribution pipes." Thesis, University of British Columbia, 1985. http://hdl.handle.net/2429/26316.

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Two experimental sessions were conducted to examine to effects of pH adjustment on internal corrosion of cast iron and copper water distribution pipes. The Greater Vancouver Regional District uses surface lakes as its potable water source. As confirmed by chemical water characteristics monitoring, the supplied tap water has several of the attributes of an aggressive water: low pH (4.9 to 5.7), low alkalinity (10 to 15 mg/L as CaCO₃), low hardness (6 to 7 mg/L as CaCO₃), and dissolved oxygen consistently near saturation. Because of this aggressive nature, the tap water has a tendency to dissol

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3

Yaminighaeshi, Hamidreza. "Probability of failure analysis and condition assessment of cast iron pipes due to internal and external corrosion in water distribution systems." Thesis, University of British Columbia, 2009. http://hdl.handle.net/2429/14079.

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Corrosion of cast iron pipes in distribution systems can lead to the development of corrosion pits that may reduce the resistance capacity of the pipe segment, resulting in mechanical failure. These pipes have a tendency to corrode externally and internally under aggressive environmental conditions. The mechanical failure of pipes is mostly the result of this structural weakening coupled with externally, environmental, and internally, operational, imposed stresses. While external corrosion has been shown to significantly affect the likelihood of mechanical failure, the risk of failure may be f

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Glatthorn, Stephen. "VERIFICATION OF PILOT-SCALE IRON RELEASE MODELS." Master's thesis, University of Central Florida, 2007. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/4003.

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A model for the prediction of color release from a pilot distribution system was created in 2003 by Imran. This model allows prediction of the release of color from aged cast iron and galvanized steel pipes as a function of water quality and hydraulic residence time. Color was used as a surrogate measurement for iron, which exhibited a strong linear correlation. An anomaly of this model was an absence of a term to account for pH, due to the influent water being well stabilized. A new study was completed to evaluate the effectiveness of corrosion inhibitors against traditional adjustment. Two c

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Books on the topic "Cast-iron pipe Corrosion"

1

Muster, T. H. Life expectancy of cement mortar linings in cast and ductile iron pipes. Water Research Foundation, 2011.

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2

Makar, Jon. The effect of corrosion pitting on circumferential failures in grey cast iron pipes. Awwa Research Foundation, 2005.

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3

Szeliga, Michael J. Corrosion of Ductile Iron Piping: A Compilation of Classic Nace Papers. Nace International, 1995.

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J, Szeliga Michael, and NACE International, eds. Corrosion of ductile iron piping: A compilation of classic NACE papers. NACE International, 1995.

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5

Review of the Bureau of Reclamation's Corrosion Prevention Standards for Ductile Iron Pipe. National Academies Press, 2009.

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Book chapters on the topic "Cast-iron pipe Corrosion"

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"Failure of a Cast Iron Water Pipe due to Graphitic Corrosion." In ASM Failure Analysis Case Histories: Buildings, Bridges, and Infrastructure. ASM International, 2019. http://dx.doi.org/10.31399/asm.fach.bldgs.c0091384.

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Makar, J. M., and R. Desnoyers. "Three dimensional mapping of corrosion pits in cast iron pipe using the remote field effect." In Underground Infrastructure Research. CRC Press, 2020. http://dx.doi.org/10.1201/9781003077480-14.

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3

Petersen, R. B., and R. E. Melchers. "Model for the long-term corrosion of cast iron pipes buried in soil." In Life-Cycle of Engineering Systems. CRC Press, 2016. http://dx.doi.org/10.1201/9781315375175-264.

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Conference papers on the topic "Cast-iron pipe Corrosion"

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Yoshikawa, Hideki, Kenichi Ueno, Takashi Honda, Shingo Yamaguchi, and Mikazu Yui. "Analysis of the Excavated Archaeological Iron Using Xray-CT." In ASME 2003 9th International Conference on Radioactive Waste Management and Environmental Remediation. ASMEDC, 2003. http://dx.doi.org/10.1115/icem2003-4776.

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In order to evaluate the long-term corrosion behavior of carbon steel, we investigated the rust of archaeological iron buried in soil. It is difficult to obtain experimental data of the long-term corrosion in the laboratory. However, it is possible to obtain corrosion data over several hundred years by using archaeological iron and to develop a reliable model for the long-term corrosion behavior by using such natural analogue data. Since these archaeological samples are very rare and important, we can not get agreement to destroy it for analysis. The rust of the sample has been analyzed no-des

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2

Crouch, Alfred E., Gary L. Burkhardt, and Patrick C. Porter. "Conformable Eddy Current Array for Mapping External Pipeline Corrosion." In 2002 4th International Pipeline Conference. ASMEDC, 2002. http://dx.doi.org/10.1115/ipc2002-27147.

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In a new project sponsored by the U.S. Department of Energy’s National Energy Technology Laboratory, feasibility is being determined for a convenient, affordable method to map corrosion on the outside surface of pipelines. The goal of the project is a system that can produce a contour map of a corroded area and be easily deployed in the field by pipeline maintenance personnel. The collected data will support assessment algorithms such as B31G and RSTRENG (Remaining Strength), which rely on three-dimensional corrosion sizing. The array will be made up of multiple eddy current sensors, scanned e

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Munson, Douglas, Mahesh Pandey, Mikko Jyrkama, and Peter Angell. "Historical Rates of Soil Side Corrosion for Use in Fitness-for-Service Evaluations of Buried Metallic Pipe." In ASME 2016 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/pvp2016-63923.

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Nuclear power plants and many other industries are required to periodically inspect their buried piping to determine its fitness-for-continued service (FFS). The FFS process requires that both the general corrosion rate and the rate of maximum penetration for localized corrosion (e.g., pitting) be estimated so that the remaining lifetime and/or time until the next inspection can be determined. Revision 1 to ASME Code Case N-806, “Evaluation of Metal Loss in Class 2 and 3 Metallic Piping Buried in a Back-Filled Trench” [1] provides 4 options for estimating the corrosion rates: a. Wall thickness

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Kirchhofer, Rita, Henry Vaillancourt, Michael Garner, and Russell C. Cipolla. "Dealloying of As-Welded Microstructures in Aluminum Bronzes in Essential Cooling Water Service." In ASME 2017 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/pvp2017-66255.

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Dealloying of aluminum-bronze (Al-Brz) is a potential environmentally-induced degradation mechanism in piping systems and components exposed to marine, brackish, or raw water service. Examples of this form of degradation have been observed in ASME Code Class 3 Essential Cooling Water systems. The degradation mechanism is loss of material due to selective leaching (i.e., dealuminification) due to localized corrosion. The dealloying occurs in the eutectoid phase in binary alloys; the eutectoid consists of α + β or α + β/γ2, and is dependent on aluminum content of the alloy, cooling rate during f

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Wang, W. G., C. Q. Li, D. J. Robert, A. Zhou, and M. Wasim. "Full Scale Corrosion Test on Buried Cast Iron Pipes." In Fourth International Conference on Sustainable Construction Materials and Technologies. Coventry University, 2016. http://dx.doi.org/10.18552/2016/scmt4m109.

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6

Yamini, H., and B. J. Lence. "Probability Failure Analysis Due To Internal Corrosion In Cast Iron Pipes." In Eighth Annual Water Distribution Systems Analysis Symposium (WDSA). American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40941(247)27.

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7

Lee, Hyundong, and Hongcheol Shin. "Residual life Estimate of Cast Iron Pipes through analysis of corrosion rates." In Information Technology and Computer Science 2015. Science & Engineering Research Support soCiety, 2015. http://dx.doi.org/10.14257/astl.2015.99.19.

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