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contributor authorHamdy M. Mohamed
contributor authorBrahim Benmokrane
date accessioned2017-05-08T21:37:02Z
date available2017-05-08T21:37:02Z
date copyrightFebruary 2014
date issued2014
identifier other%28asce%29cc%2E1943-5614%2E0000432.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57576
description abstractReinforced-concrete (RC) tanks in water and wastewater treatment plants (WWTPs) experience severe corrosion problems resulting from the application of specific treatment methods or chemicals. Municipalities around the world spend hundreds of millions of dollars annually to replace and repair corroded RC tanks. Designing these tanks requires attention not only to strength requirements, but also to durability and crack control. This paper presents the design procedures, construction details, leakage testing, and monitoring results for the world’s first RC water chlorination tank totally reinforced with glass-fiber-reinforced polymer (GFRP) bars. The project is located in Thetford Mines, Quebec, Canada. The tank is considered one of the most important components in the city’s new water treatment plant. The tank has a volume of over
publisherAmerican Society of Civil Engineers
titleDesign and Performance of Reinforced Concrete Water Chlorination Tank Totally Reinforced with GFRP Bars: Case Study
typeJournal Paper
journal volume18
journal issue1
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000429
treeJournal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 001
contenttypeFulltext


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