• Title/Summary/Keyword: corrosivity

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The Corrosion Effect of the Water Pipelines in Buildings according to Drinking Water Quality (수돗물 수질에 따른 옥내급수관 부식에 미치는 영향분석)

  • Yu, Soon-Ju;Park, Su-Jeong;Ahn, Kyung-Hee;Kim, Hyun-Gu;Kim, Chang-Soo;Jung, Il-Rock;Park, Young-Bok
    • Journal of Korean Society on Water Environment
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    • v.24 no.6
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    • pp.701-708
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    • 2008
  • As a countermeasure for reduction of corrosion in the delivery and distribution pipes used for tap water, materials for the pipelines in-houses and the effect of water quality on corrosivity of water pipelines were investigated in the distribution system of Han river. As the corrosion index at 6 water purification facilities of Han river, average Langelier Saturation Index (LI) of raw and finished water were -1.0 and -1.4 respectively and average Larson Index (LR) were 9.5 and 9.9, respectively. And also corrosion potential showed corrosivity in finished water (-431~-462 mV) as well as raw water (-426~-447 mV). This results indicate that tap water quality of han river have corrosivity. To understand the corrosivity effect in pipe material used for premise distribution system, water quality of stagnant tap water and tap water were analyzed and the differences between them were calculated. The difference concentration of iron, copper and zinc were $12.9{\mu}g/L$, $31.0{\mu}g/L$ and $45.0{\mu}g/L$ respectively in galvanized steel pipe for use more than 15 years and showed highest concentration. As a result, the control to corrosivity in the water pipelines, corrosivity control treatment in the water purification system can be applied. In advance it is necessary to monitor corrosivity of water quality using corrosive index because corrosivity may differ from the seasonal and regional characteristics and water chemicals dosage. For the future the guideline for corrosion index have to be established.

Effect of Tropical Atmosphere on Corrosion of Different Metals

  • Wijesinghe, Sudesh;Zixi, Tan
    • Corrosion Science and Technology
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    • v.16 no.6
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    • pp.273-277
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    • 2017
  • Atmospheric corrosion is clearly the most noticeable of all corrosion processes. A tremendous amount of economic losses are caused by atmospheric corrosion. Thus, it is imperative to know the level of atmosphere's aggressiveness or in other words "corrosivity", before designing or planning any corrosion prevention strategy. In Singapore, corrosivity values were not recorded earlier though the process of measurement and recording was prevalent in other countries. With an aim of filling this gap, three test sites were setup at three locations in Singapore to represent marine, industrial and urban atmospheres or their mixtures. Subsequently, corrosivity readings were measured and recorded according to ISO 9223:2012 for the first time in Singapore. Salient atmospheric constituents or parameters like time of wetness (TOW), $Cl^-$, $SO_2$, $NO_2$, $O_3$, and $HNO_3$ were measured at all sites over a period of time to categorize corrosivity of particular atmosphere. The effect of the atmosphere on corrosion of steel, Cu, Al, and Zn has also been investigated and quantified. "Estimated" and "determined" corrosivities were quantified and compared according to ISO 9223 standard. The study data along with final corrosivity measurements will be presented and discussed in the present work.

Monitoring of Atmospheric Corrosivity inside Steel Upper Box Girder in Yeongjong Grand Bridge

  • Li, SeonYeob
    • Corrosion Science and Technology
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    • v.10 no.3
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    • pp.87-94
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    • 2011
  • The typical corrosion prevention method inside the steel upper box girder in a suspension bridge involves the use of paints. However, in an effort to reduce environmental impact and cost, the suspension portion of the Yeongjong Bridge, Korea utilizes dehumidification systems to control humidity and prevent corrosion inside its box girder. Maintaining a uniform humidity distribution at the proper level inside the box girder is critical to the successful corrosion control. In this study, the humidity and the resultant atmospheric corrosivity inside the box girder of the Yeongjong Bridge was monitored. The corrosion rate of the steel inside the box girder was obtained using thin-film electrical resistance (TFER) corrosion sensors. Time-of-wetness (TOW) measurements and the deposition rates of atmospheric pollutants such as $Cl^{-}$ and $SO_{x}$ were also obtained. Classification of the atmospheric corrosivity inside the box girder was evaluated according to ISO 9223. As a result, no corrosion was found in the upper box girder, indicating that the dehumidification system used in the Yeongjong Bridge is an effective corrosion control method.

Performance indicator of the atmospheric corrosion monitor and concrete corrosion sensors in Kuwait field research station

  • Husain, A.;Al-Bahar, Suad Kh.;Salam, Safaa A. Abdul
    • Smart Structures and Systems
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    • v.17 no.6
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    • pp.981-994
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    • 2016
  • Two field research stations based upon atmospheric corrosivity monitoring combined with reinforced concrete corrosion rate sensors have been established in Kuwait. This was established for the purpose of remote monitoring of building materials performance for concrete under Kuwait atmospheric environment. The two field research sites for concrete have been based upon an outcome from a research investigation intended for monitoring the atmospheric corrosivity from weathering station distributed in eight areas, and in different regions in Kuwait. Data on corrosivity measurements are essential for the development of specification of an optimized corrosion resistance system for reinforced concrete manufactured products. This study aims to optimize, characterize, and utilize long-term concrete structural health monitoring through on line corrosion measurement and to determine the feasibility and viability of the integrated anode ladder corrosion sensors embedded in concrete. The atmospheric corrosivity categories supported with GSM remote data acquisition system from eight corrosion monitoring stations at different regions in Kuwait are being classified according to standard ISO 9223. The two nominated field sites where based upon time of wetness and bimetallic corrosion rate from atmospheric data where metals and rebar's concrete are likely to be used. Eight concrete blocks with embeddable anodic ladder corrosion sensors were placed in the atmospheric zone adjacent to the sea shore at KISR site. The anodic ladder corrosion rate sensors for concrete were installed to provide an early warning system on prediction of the corrosion propagation and on developing new insights on the long-term durability performance and repair of concrete structures to lower labor cost. The results show the atmospheric corrosivity data of the environment and the feasibility of data retrieval of the corrosion potential of concrete from the embeddable sets of anodic ladder corrosion sensors.

Atmospheric corrosion rate and corrosivity categories of industrial metals in Asan area (아산지역에서 산업재료의 대기부식속도 측정)

  • Kim, Jin-Hyung;Lee, Jong-Kwon
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.14 no.10
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    • pp.4653-4657
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    • 2013
  • The atmospheric corrosion rate were measured in Asan area for four years according to ISO 9224. The tested metals chosen as the most frequently used in industry, aluminum were copper, carbon steel, weathgering steel, and galvanized steel. The assessed corrosivity categories was 3 in average. The corrosivity categories of asan area was higher than typical rural area and even urban area, whereas it slightly lower than marine area. The results were discussed, specially as the regional climatic characteristics.

Improvement of tap water corrosivity by lime and carbon dioxide (액상소석회와 이산화탄소를 이용한 수돗물 부식성 개선)

  • Kim, Jinkeun;Lee, Junghoon
    • Journal of Korean Society of Water and Wastewater
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    • v.28 no.6
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    • pp.725-733
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    • 2014
  • 16 water treatment plants(WTPs) in Jeju province were investigated to evaluate the corrosivity of tap water. In addition, the impacts of lime and carbon dioxide on LI changes at ES WTP were analyzed. The average of LI in Jeju tap was -1.78 which was similar to that of in-land multi-regional WTPs. The recommended process to improve LI of ES WTP which has high corrosivity(i.e., LI = -2.61) was to combine lime and carbon dioxide with the dosages of 20 mg/L and 5 mg/L respectively to meet LI of -1.0 ~ 0. pH was confirmed to be a major water quality parameter that determined LI based on the correlation results among LI and water quality parameters. Precaution on turbidity increase by lime addition should given to minimize particle breakthrough in the distribution system. Turbidity increase can be controlled by the addition of lime prior to filters.

Development of Corrosion Evaluation Index Calculation Program of Raw Water and Evaluation on Corrosivity of Tap Water using the Calcium Carbonate Saturation Index (상수원수의 부식평가 지수 산정 프로그램 개발 및 탄산칼슘 포화지수에 의한 수돗물의 부식성 평가)

  • Hwang, Byung-Gi;Woo, Dal-Sik
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.10 no.1
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    • pp.177-185
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    • 2009
  • In this study, we developed the program to calculate the corrosion evaluation index for examining the corrosivity of raw water. When it was applied to the Han river and Nakdong river system, sulfuric acid ion, which accelerated corrosion, was higher in Nakdong river system than Han river system while calcium and hardness, which restrained corrosion, was the same way. Summarization of the LI and CCPP calculation result by the developed corrosion evaluation model showed that water quality of Han river system had strong tendency to corrode (is strongly corrosive). Moreover, this study evaluated the corrosivity of calcium carbonate saturation index by adding the chemicals to tap water. Saturation status was maintained in the order of $Ca(OH)_2$ > NaOH > ${Na_2}{CO_3}$ > $CaCO_3$ in the case of LI and RI.

The Corrosivity Evaluations on Soil Surrounding the Buried Steel Piles under Manufacturing Plants (플랜트 하부의 강파일 인접 토양의 부식성 평가)

  • Jung, Sungwon;Park, Kyeong-Wan;Jeon, Jae-Young
    • Plant Journal
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    • v.12 no.1
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    • pp.37-43
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    • 2016
  • The corrosivity evaluations on soil surrounding the buried steel piles under manufacturing plants. It was proven that the soil structure of this sample area is composed of several soil layers, and that each layer show the different corrosivity. The predicted average corrosion rates of some layers are about 0.33mm/y, which is over than the general corrosion rate, 0.01-0.02mm/y.

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Corrosivity Characteristics of Raw Water in Korea (국내 상수원수의 부식성 특성)

  • Kim, Jin-Keun;Kim, Jae-Won
    • Journal of Korean Society of Water and Wastewater
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    • v.25 no.6
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    • pp.839-846
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    • 2011
  • To investigate corrosivity characteristics of raw water in Korea, Langelier index (LI) of 30 multi-regional water treatment plants (WTPs) were evaluated. Annual average values of LI at 30 WTPs were all negative, which means raw water in Korea is very corrosive. LI results for 4 major rivers showed that raw water from Han and Nakdong had relatively high values compared to those of Sumjin and Keum. On the other hand, LI values of raw water from the tributaries of four major rivers were relatively low presumably due to geological characteristics, and in some cases the values were less than -4.0 which means increase of LI is urgently needed to minimize red water problem. Based on the correlation results among LI and water quality parameters, pH, water temperature, calcium concentration were confirmed as major components for LI. Therefore, pH and calcium concentration control is an effective method for the improvement of LI in water treatment processes.

Characteristics and Improvement of Tap Water Corrosivity in Korea (국내 수돗물의 부식성 특성 및 개선방안)

  • Kim, Jin-Keun;Kim, Yeong-Kwan
    • Journal of Korean Society of Water and Wastewater
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    • v.25 no.5
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    • pp.731-739
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    • 2011
  • To investigate corrosivity characteristics of tap water in Korea, Langelier index (LI) of 30 multi-regional water treatment plants (WTPs) were evaluated. Weekly LI values of 30 WTPs were all negative, which means tap water in Korea might be very corrosive. Maximum LI decrease through water treatment processes was 0.95 under no additional corrosion control process. Based on the correlation results between LI and tap water qualities, pH and calcium concentration were confirmed as major parameters for LI control. Addition of calcium hydroxide with $CO_{2}$ or calcium hydroxide or sodium hydroxide can be chosen based on water quality. Continuous monitoring of LI and related parameters is recommended in water distribution system.