2015
DOI: 10.1016/j.cemconres.2015.07.003
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Modelling concrete deterioration in sewers using theory and field observations

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Cited by 102 publications
(55 citation statements)
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References 37 publications
(55 reference statements)
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“…The choice of three cities and two sites in each city enabled the study of different temperatures and different H 2 S levels. Concrete coupons were fixed into the sewers as described (Wells and Melchers, 2015) and then recovered approximately every 6 months in the early stages of the trial and yearly in the later stages. The retrieved coupons were analyzed similarly to the laboratory coupons for measurement of surface pH, sulfur compounds in the corrosion layer and the mass loss due to corrosion.…”
Section: Long-term Corrosion Tests In Real Sewersmentioning
confidence: 99%
“…The choice of three cities and two sites in each city enabled the study of different temperatures and different H 2 S levels. Concrete coupons were fixed into the sewers as described (Wells and Melchers, 2015) and then recovered approximately every 6 months in the early stages of the trial and yearly in the later stages. The retrieved coupons were analyzed similarly to the laboratory coupons for measurement of surface pH, sulfur compounds in the corrosion layer and the mass loss due to corrosion.…”
Section: Long-term Corrosion Tests In Real Sewersmentioning
confidence: 99%
“…With recent advancements in predictive analytics, researchers in collaboration with Australian water utilities have developed a sensor data-driven model for predicting the corrosion across the sewer pipe [13]. Those models primarily incorporate air temperature, relative humidity, and hydrogen sulphide concentration of sewer air as data inputs to the model [14]. Also, the model takes surface temperature sensor measurements [15], [16] and surface moisture sensor measurements [17]- [19] as additional inputs to reduce prediction uncertainty.…”
Section: Introductionmentioning
confidence: 99%
“…A recent research study has established the reliance on the rate of corrosion (mm year -1 ) as a functional relationship with the concentration of H2S (ppm), relative humidity (%) and temperature (Kelvin) in the sewer atmosphere [8]. The bacterium that dwells on the sewer concrete surface oxidizes the gas phase H2S into aqueous sulphuric acid (H2SO4), which in turn reacts with the cement component of concrete [9].…”
Section: Theoretical Backgroundmentioning
confidence: 99%
“…Since the production of aqueous by-product occurs on the surface of the sewer concrete, it is vital to measure the surface properties such as temperature and moisture of the sewer concrete. The measured data can be used to fit into the corrosion prediction model proposed by [8] as an alternative to relative humidity and gas-phase temperature data.…”
Section: Theoretical Backgroundmentioning
confidence: 99%