• Title/Summary/Keyword: primary water

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PWSCC growth rate model of alloy 690 for head penetration nozzles of Korean PWRs

  • Kim, Sung-Woo;Eom, Ki-Hyun;Lim, Yun-Soo;Kim, Dong-Jin
    • Nuclear Engineering and Technology
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    • v.51 no.4
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    • pp.1060-1068
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    • 2019
  • This work aims to establish a model of a primary water stress corrosion crack growth rate of Alloy 690 material for the head penetration nozzles of Korean pressurized water reactors. The test material had an inhomogeneous microstructure with bands of fine-grains and intragranular carbides in the matrix of coarse-grains, which was similar to the archive materials of the head penetration nozzles. The crack growth rate was measured from the strain-hardened materials as a function of the stress intensity factor in simulated primary water at various temperatures and dissolved hydrogen contents. The effects of strain-hardening, temperature, and dissolved hydrogen on the crack growth rate were analyzed independently, and were then introduced as normalizing factors in the crack growth rate model. The crack growth rate model proposed in this work provides a key element of the tools needed to assess the progress of a stress corrosion crack when detected in thick-wall Alloy 690 components in Korean reactors.

A NEW TREATMENT SYSTEM FOR ANIMAL WASTE WATER USING MICROORGANISM, SOIL AND VEGETATION

  • Oshida, T.;Fukuyasu, T.;Kohzaki, K.;Izumikawa, Y.;Kawanabe, S.;Konishi, S.;Oikawa, N.;Matsumoto, S.
    • Asian-Australasian Journal of Animal Sciences
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    • v.6 no.2
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    • pp.205-209
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    • 1993
  • A new treatment system for animal waste water has been developed as an alternative to the activated sludge process. It consists of two treatments; one is operated with 7 tanks, and the other is soil and plant cultivation bed. Aerobic microorganisms are added to the influent water in the tanks where the water is aerated so that the microbes utilize the pollutants, while sedimentation removes the indigestible solids. In the secondary treatment the water, which has already received a primary treatment, is filtered through soil where it also receives treatment by soil organisms. In addition there is transpiration of water and absorption of minerals by plants. In the primary treatment BOD, SS, coliforms (E. coli), TP and total bacteria were removed 79-99%, but COD and TN were removed only 58% and 36%, respectively. In the secondary treatment removal of nutrients proceeded further, and 93-99% of pollutants were removed. The treated waters met the quality standard of discharge water in Japan except for TN, which was in too great a concentration to meet discharge standards. This problem requires further study.

Differences in Zooplankton Community Structure between Surface Water and Vertical Integrated Water in Middle and Down Stream of Nakdong River (낙동강 중⋅하류에서 표층 시료와 수직 예망 시료의 동물플랑크톤 군집 구조 차이 비교)

  • Min-Seok Kim;Hae-Kyung Park
    • Journal of Korean Society on Water Environment
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    • v.39 no.3
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    • pp.215-222
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    • 2023
  • Zooplankton are primary consumers in the food web connecting primary producers and predators such as small fish, playing an important role in energy transfer in aquatic ecosystems. Therefore, it is essential to understand the zooplankton community structure in material cycle and energy flow in aquatic ecosystems. Zooplankton in large rivers with a low flow rate would distribute vertically as in lakes. In this study, we collected zooplankton by surface water filtration and vertical haul method with 64 ㎛-mesh plankton net at three stations (ND-1, ND-2, ND-3) in Nakdong River fortnightly from June 2018 to December 2019. Species composition and individual densities were analyzed. All three stations showed differences in relative abundance of zooplankton groups between surface water and vertical integrated water, with the largest difference shown in the deepest station, ND-2. In vertically integrated water at ND-2, the relative abundance of rotifera was low by a maximum of 25% and that of cladocera was high by a maximum of 22% compared to surface water samples. These results indicate that surface water filtration method is not enough to represent the community structure of zooplankton compared to the vertical haul method in large rivers.

A Study on the Dental Caries Prevalence of Primary School Children in Chungju (III) (청주지역 학동의 치아우식증에 관한 연구(III))

  • Cha, Moon-Ho
    • The Journal of the Korean dental association
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    • v.21 no.12 s.175
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    • pp.979-984
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    • 1983
  • As an appraisal of Water Fluoridation Program in Chungju, fluoride content in the water of that city was examined, and 1317 K primary school children aged from 6 to 13 were surveyed on their oral hygiene status. The results were as follows: 1. Fluoride content ....................... 0.8 ppm 2. dmfrate ..................................... 81.17% DMF rate .......................................... 38.88% 3. dmf t rate/index ................................ 29.17%/2.55 dmf s rate/index ............................... 14.33%/6.27 4. DMF T rate/index ............................. 6.32%/0.92 DMF S rate/index ............................ 1.86%/1.35

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A STUDY ON THE DENTAL CARIES PREVALENCE OF PRIMARY SCHOOL CHILDREN IN CHUNGJU (IV) (청주지역 학동의 치아우식증에 관한 연구 (IV))

  • Cha, Moon-Ho
    • The Journal of the Korean dental association
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    • v.22 no.12 s.187
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    • pp.1059-1066
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    • 1984
  • As an appraisal of Water Fluoridation Program in Chungju, fluoride content in the water of that city was examined, and 1176 K primary school children aged from 6 to 13 were surveyed on their oral hygiene status. The results were as followings: 1. Fluoride content ............ 0.8 ppm 2. dmf rate ............ 59.27% DMF rate ............ 39.46% 3. dmf t rate/index ............ 27.75%/2.40 dmf s rate/index ............ 11.91%/5.14 4. DMF T rate/index ............ 6.12%/0.93 DMF S rate/index ............ 1.65%/1.26

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BACKUP AND ULTIMATE HEAT SINKS IN CANDU REACTORS FOR PROLONGED SBO ACCIDENTS

  • Nitheanandan, T.;Brown, M.J.
    • Nuclear Engineering and Technology
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    • v.45 no.5
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    • pp.589-596
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    • 2013
  • In a pressurized heavy water reactor, following loss of the primary coolant, severe core damage would begin with the depletion of the liquid moderator, exposing the top row of internally-voided fuel channels to steam cooling conditions on the inside and outside. The uncovered fuel channels would heat up, deform and disassemble into core debris. Large inventories of water passively reduce the rate of progression of the accident, prolonging the time for complete loss of engineered heat sinks. The efficacy of available backup and ultimate heat sinks, available in a CANDU 6 reactor, in mitigating the consequences of a prolonged station blackout scenario was analysed using the MAAP4-CANDU code. The analysis indicated that the steam generator secondary side water inventory is the most effective heat sink during the accident. Additional heat sinks such as the primary coolant, moderator, calandria vault water and end shield water are also able to remove decay heat; however, a gradually increasing mismatch between heat generation and heat removal occurs over the course of the postulated event. This mismatch is equivalent to an additional water inventory estimated to be 350,000 kg at the time of calandria vessel failure. In the Enhanced CANDU 6 reactor ~2,040,000 kg of water in the reserve water tank is available for prolonged emergencies requiring heat sinks.

Development and Application of a Computer Program for the Analysis of Heat Transfer and Fluid Flow of Water Body: Lake and Primary Clarifier (水體 熱流動 數値解析 프로그램 개발 및 응용 : 湖沼, 일차침전조)

  • 박병수;김경미
    • Water for future
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    • v.29 no.6
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    • pp.141-154
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    • 1996
  • A computer program is developed in order to investigate the fluid flow and heat ransfer of a water body in a 2-D vertical rectangular coordinate. The specific purpose of this study is to obtain a physical insight of several fluid flow problems which occur in a lake and the water and wastewater treatment facility like a primary clarifier. The performance of computer program developed is successfully evaluated by the comparison of other two experimental and computational data in open literature : the first comparison is made against the numerical data associated with the cooling water discharge and the other is numerical and experimental works for the primary clarifier of Sarina City at Ontario. Further, the computer program is applied to investigate the feature of lake flow, say lake turnover, and 2-D vertical channel flow in terms of temperature, wind velocity and flow rate, etc. The computational results appear to be physically acceptable and consistent. The computer program developed in this study shows the possibility of the viable tool to figure out the flow characteristics of water reservoir.

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Abiotic environment and primary producer of estuarine pelagic ecosystem in the lower water of the Mankyung river and the Dongjin River I. Environmental characteristics and phytop (만경, 동진강 하구 표영생태계의 무생물 환경과 일차생산자 I. 환경 특성과 식물 플랑크톤의 군집 구조)

  • 심재형;신윤근
    • 한국해양학회지
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    • v.26 no.2
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    • pp.155-168
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    • 1991
  • In order to study the community structure and distribution patterns of primary producers and their relations to abiotic environmental factors, phytoplankton and environmental parameter were determined during the five times from October, 1989 to July. 1990. 159 taxa of phytoplankton have been identified and the most important species group is diatom which contributes to 70.4% of the total number of species. Ratios of phytoplankton group (neritic species, fresh water species, oceanic species) clustered by habitats were 52%, 18%, 12%, respectively, suggesting study area be the typical estuarine environment which is strongly affected by both fresh water discharge and sea water penetration. Species composition could be governed by the variations of salinity. the standing stocks of primary producer in the study area vary with space and time, showing close correlation with water transparency, and exhibit relatively larger than those of other coastal regions in the Yellow Sea. Spectransies diversity also showed large variation with space and time. According to the cluster analysis, the study area could be divided into two regions (inner part and outer part): in fall and winter, outer area affected by the oceanic water, but in spring and summer, inner estuarine area heavily influenced by fresh water.

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Contribution of Water Chemistry in Initiation of Some Accelerated Corrosion Processes in CANDU-PHWR Primary System

  • Pirvan, Ioana;Radulescu, Maria;Fulger, Manuela
    • Corrosion Science and Technology
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    • v.7 no.2
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    • pp.85-91
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    • 2008
  • By operation in aqueous environment at high temperature and pressure, the structural materials from Primary Heat Transport System (PHTS) cover with protective oxide films, which maintain the corrosion rate in admissible limits. A lot of potential factors exist, which conduct to degradation of the protective films and consequently to intensification of the corrosion processes. The existing experience of different nuclear reactors shows that the water chemistry has an important role in integrity maintaining of the protective oxide films. To investigate the influence of water chemistry (pH, O2 dissolved, $Cl^-$, $F^-$) on corrosion of some structural materials (carbon and martensitic steel, Zr and Ni alloys) and to establish the maximum permissible values, corrosion experiments by static autoclaving and electrochemical methods were performed. The experimental results allowed us to establish the contribution of the water chemistry in initiation and evolution of some accelerated corrosion processes.

An Experimental Study on the Mix Properties of Concrete Pavement Incorporating Fly-Ash (플라이애쉬를 혼입한 콘크리트포장의 배합특성에 관한 실험적 연구)

  • Lee, Joo-Hyung;Choi, Seong-Yung;Yun, Kyong-Ku;Jung, Young-Hwa
    • Journal of Industrial Technology
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    • v.17
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    • pp.313-322
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    • 1997
  • As the weight of trucks increases, the need for concrete pavement also increases. Therefore, the addition of fly-ash may improve the properties of pavement concrete as well as recycle fly-ash. A full factorial experiment was performed using the primary variables, such as water-cement ratio, fly-ash substitution ratio, and maximum size of coarse aggregate, as a preliminary study for optimum mixture design for pavement concrete. The results of preliminary study indicates that the addition of fly-ash is the most important factor determining concrete strength, followed by the maximum size of coarse aggregate and water-cement ratio. It, also, shows the relative importance of fly-ash substitution ratio, compared to the water-cement ratio, and the interaction effects between the primary variables. Optimum mixture designs for pavement concrete incorporating fly-ash, that satisfied the target responses, were proposed in terms of fly-ash substitution ratio, water cement ratio and maximum size of coarse aggregate.

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