• 제목/요약/키워드: Paper ash

검색결과 685건 처리시간 0.032초

화산재 확산 예측결과의 삼차원 가시화 기법 (3D Visualization Techniques for Volcanic Ash Dispersion Prediction Results)

  • 윤준희;김호웅;김상민;김태훈
    • 대한공간정보학회지
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    • 제24권1호
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    • pp.99-107
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    • 2016
  • 대한민국은 화산재해로부터 안전한 지역으로 알려져 왔다. 그러나 최근의 관측 결과들은 한반도 최 북 단에 위치한 백두산이 더 이상 휴화산이 아님을 보여주고 있다. 백두산 화산이 폭발한다면 남한지역에서는 화산재에 의한 다양한 피해가 예상된다. 특히 공중의 화산재는 운항되는 비행기의 계기판 및 엔진을 마비시킴으로써 대형 항공사고를 유발할 수 있다. 따라서 화산재의 삼차원 확산을 예측하여 화산재가 있는 항로를 비행할 것으로 예상되는 비행기 운항을 중지시키는 것이 매우 중요하다고 할 수 있다. 본 논문에서는 화산재 확산 예측결과의 삼차원 가시화 기법을 다룬다. 우선 화산재 확산 예측 데이터의 취득에 대하여 소개한다. 확산 예측 데이터는 화산재 확산 시뮬레이션 프로그램인 Fall3D를 이용한다. 다음으로 세 가지 화산재 확산 예측결과의 가시화 기법을 제안한다. 첫 번째 기법은 '공중의 큐브' 방식으로 화산재의 입자 농도별로 다른 색을 가진 반투명 큐브를 공중에 배치하는 방식이다. 두 번째 기법은 '큐브안의 큐브'방식으로 '공중의 큐브' 방식을 개선하여 농도의 정도에 따라 큐브의 분할 정도를 달리하여 배치하는 방식이다. 마지막 방식은 '반투명 화산재 평면' 기법으로 화산재 농도를 가지고 있는 레이어 들을 적층하고 투명효과를 적용하는 방식이다. 본 논문에서 제시한 방법을 기반으로 사용자는 목적에 맞는 방식대로 화산재 확산 예측 결과를 삼차원 가시화 할 수 있을 것이다.

여러 가지 보류시스템에서 탄산칼슘의 보류와 종이의 기계적·광학적 특성의 비교 (Comparison of Retention of Calcium Carbonate and Mechanical and Optical Properties of Sheets in Various Retention System)

  • 백기현;안병준;손상돈
    • 공업화학
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    • 제7권2호
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    • pp.315-320
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    • 1996
  • 본 실험에서는 보류향상제의 첨가량과 중질 탄산칼슘 첨가량에 따른 탄산칼슘 보류량(회분함량)을 조사하였으며, 동일 회분량에서 종이의 기계적 광학적 특성을 비교하였다. 각 보류시스템 모두 보류향상제 첨가량을 증가시키면 중질 탄산칼슘(입자평균직경 $3.2{\mu}m$) 보류, 즉 종이의 회분량은 증가한다. 이 경우 보류향상제와 중질 탄산칼슘 첨가량을 조절하여 이미 예정된 회분량이 함유된 종이를 초지할 수 있다. 종이의 인장지수, 파열지수, 인열지수 및 내부결합강도는 종이의 회분량이 증가됨에 따라 직선적으로 감소한다. 특히 동일 회분량에서 비교하면, 콤포질 시스템에 의한 종이에서 제반 강도가 높고, 듀알 폴리머 시스템에서는 강도가 낮다. 불투명도는 회분량 증가에 따라 함께 증가하며, 하이드로콜 시스템에서 가장 높고 역시 듀알 폴리머에서 가장 낮다. 동일 불투명도에서 종이의 강도는 콤포질, 하이드로콜, 듀알 폴리머 시스템 순으로 감소한다. 그러나 보류향상제의 우열을 판단하기 위해서는 충전제의 보류량과 종이의 강도 이외에도 적정 생산조건 및 적정 공정조건과 같은 여러 가지 다른 요인들도 고려되어야 한다.

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육재/소다회 첨가에 따른 국내 배접지의 특성 비교 분석 (The Effect of Lye and Sodium Carbonate on the Physical Properties of Korea Lining Paper)

  • 최경화;서진호;강영석;윤경동;정소영
    • 펄프종이기술
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    • 제41권3호
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    • pp.66-70
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    • 2009
  • Paper cultural heritages usually experienced the chemical and the physical deterioration because of various factors including preservation environment and the property of their materials. General restoration technology for paper cultural heritages is the lining. The application of the lining paper and the lining technology has varied depending on researcher's experiences. Therefore, each lining material and technology must be evaluated to develop a standard guide for preservation and restoration of paper cultural heritages. To date, various analysis techniques using lining paper, in terms of their materials, have been applied to analyses of causes and condition of damages, but it is difficult to develop a standard restoration treatment method of paper cultural heritages because it varies by their material. The Hanf, is made frrr the mulberry, is generally used for the lining in Korea.edt is required that the cr, in terms properties and general properties of Hanf, is used for lining papers, are evaluated to develop a standard guide for their restoration.ed this study, the general properties of several lining papers(Hanf), especially dimensave bility, were evaluated as part of the standardization of lining papers. The result have varied depending on the pulping chemical and the manufacturers. the basis weight, thickness and tensale strength of lining papers is bigger the paper treated by natural ash than the paper treated by sodium carbonate.ed case of formation, folding endurance, and dimensave bility, the paper treated by sodium carbonate showed better properties than those of the paper treated by natural ash.

WET END MANAGEMENT BASED ON ON-LINE MEASUREMENTS AND CONTROL SOLUTIONS

  • Timo Rantala;Martti Artama;Jukka Nokelainen;Taina Sopenlehto
    • 한국펄프종이공학회:학술대회논문집
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    • 한국펄프종이공학회 1999년도 Proceedings of Pre-symposium of the 10th ISWPC
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    • pp.130-139
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    • 1999
  • In order to manage the wet end chemistry on paper machines, our goal is to control sub-processes through which we can influence the entire wet end operations with maximum effect. The most important sub-processes are: consistency, ash, and chemistry. The management of these three main groups is based on on-line maesurements and automatic control. This paper presents a new wet end management platform, a new analyzer. This new analyzer utilizes a modular structure and modem software. It is part of a new paper machine concept. The controls of this concept are feedback and feedforward solutions that control retention, consistencies, ash, and charge, resulting in a more stable wet end (30...80%), more uniform paper, and better rnnability.

성토재로서 석탄회 사용에 따른 수질오염도 평가 (The Assessment of Water Quality Contamination Following the Utilization of Coal Ash as Fill Material)

  • 김학삼;조삼덕
    • 한국지반공학회지:지반
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    • 제11권3호
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    • pp.5-16
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    • 1995
  • 본 연구에서는 석탄회를 성토재로 활용시 침출 시간경과에 따른 석탄회 침출수의 성분 및 농도변화 특성을 파악하므로써 주변환경에 미치는 영향을 평가하기 위해 비회 및 혼합회를 대상으 로한 연속식 용출시험과 회분식 용출시 험을 수행하고 시험 결과를 수질기준과 비교, 검토하였다. 시험결과, 대상 석탄회는 일반 폐기물로 분류되었으며,석탄회 침출수의 농도는 시간경과에 따라 급격히 감소하여 일정시간 경과후에는 극히 미미하게 나타났다. 또한 대상석탄회 침출수의 수질은 pH를 제외한 기타 성분들이 모두 음용수 수질기준과 폐수배출 허용기준을 만족하는 것으로 나타났다.

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고온조건하에서 플라이애시를 사용한 콘크리트의 압축강도증진 해석 (Estimation of Compressive Strength of Fly Ash Concrete subjected to High Temperature)

  • 한민철
    • 한국건축시공학회지
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    • 제6권3호
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    • pp.99-105
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    • 2006
  • In this paper, the estimation of compressive strength of concrete incorporating fly ash subjected to high temperature is discussed. Ordinary Portland cement and fly ash cement(30% of fly ash) were used, respectively. Water to binder ration ranging from 30% to 60% and curing temperature ranging from $20^{\circ}C{\sim}65^{\circ}C$ were also adopted for the experimental parameters. According to results, at the high temperature, FAC had higher strength development at early age than OPC concrete and it kept its high strength development at later age due to accelerated pozzolanic reaction subjected to high temperature. For strength estimation, Logistic model based on maturity equation and Carino model based on equivalent age were applied to verify the availability of estimation model. It shows that fair agreements between calculated values and measured values were obtained evaluating compressive strength with logistic curve. The application of logistic model at high temperature had remarkable deviations in the same maturity. Whereas, the application of Carino model showed good agreements between calculated values and measured ones regardless of type of cement and W/B. However, some correction factors should be considered to enhance the accuracy of strength estimation of concrete.

Predicting the compressive strength of self-compacting concrete containing fly ash using a hybrid artificial intelligence method

  • Golafshani, Emadaldin M.;Pazouki, Gholamreza
    • Computers and Concrete
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    • 제22권4호
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    • pp.419-437
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    • 2018
  • The compressive strength of self-compacting concrete (SCC) containing fly ash (FA) is highly related to its constituents. The principal purpose of this paper is to investigate the efficiency of hybrid fuzzy radial basis function neural network with biogeography-based optimization (FRBFNN-BBO) for predicting the compressive strength of SCC containing FA based on its mix design i.e., cement, fly ash, water, fine aggregate, coarse aggregate, superplasticizer, and age. In this regard, biogeography-based optimization (BBO) is applied for the optimal design of fuzzy radial basis function neural network (FRBFNN) and the proposed model, implemented in a MATLAB environment, is constructed, trained and tested using 338 available sets of data obtained from 24 different published literature sources. Moreover, the artificial neural network and three types of radial basis function neural network models are applied to compare the efficiency of the proposed model. The statistical analysis results strongly showed that the proposed FRBFNN-BBO model has good performance in desirable accuracy for predicting the compressive strength of SCC with fly ash.

Use of Stone Powder Sludge in Fly Ash-Based Geopolymer

  • Choi, Se-Jin
    • Architectural research
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    • 제12권1호
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    • pp.49-55
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    • 2010
  • Stone powder sludge is a by-product of the manufacturing process of crushed sand. Most of it is dumped with soil in landfills, and the disposal of stone powder sludge causes a major environmental problem. This paper investigates the applicability of stone powder sludge in fly ashbased geopolymer. For this, stone powder sludge was used to replace fly ash at a replacement ratio of 50% and 100% by weight. The compressive strength of the samples was measured and scanning electron microscopy/ energy dispersive spectroscopy (SEM/EDS) analysis and X-ray diffraction (XRD) were performed. The test results indicated that the optimum level of the alkali activator ratio ($Na_2SiO_3$/NaOH) for fly ash-based geopolymer using stone powder sludge was 1.5. The strength development is closely related to the NaOH solution concentration. In addition, the compressive strength of the sample cured at $25^{\circ}C$ was significantly improved between 7 days and 28 days, even though the strength of the sample showed the lowest value at 7 days. Microscopy results indicated that a higher proportion of unreacted fly ash spheres remained in the sample with 5M NaOH, and some pores on the surface of the sample were observed.

Carbonation of Circulating Fluidized Bed Combustion Fly Ash with Hybrid Reaction

  • Lee, Ki Gang;Bae, Soon Jong
    • 한국세라믹학회지
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    • 제55권2호
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    • pp.160-165
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    • 2018
  • This paper investigates the reaction rate of $CO_2$ storing carbonation hybrid reaction by comparing the behavior of carbonation between $Ca(OH)_2$ and fly ash with that of CFBC (Circulating Fluidized Bed Combustion) containing plenty of Free-CaO. Because fly ash with CFBC contains a lot of unreacted CaO, it cannot be used as a raw material for concrete admixtures and its usages are limited. To reuse such material, we stabilized unreacted CaO by carbonation and investigated the carbonation rate. We used a pH meter and a thermometer to check the rate of the carbonization. Also, we set the contents of fly ash with CFBC, $Ca(OH)_2$, flow and fluid of $CO_2$, respectively, to 100 g, 50 g, 100 ~ 1000 cc/min and 400 g based on the content of Free-CaO. We used carbonated water instead of water, and added an alkaline activator to promote the carbonation rate. As a result, the addition of the alkaline activator and carbonated water promoted the rate of carbonation via a hybrid reaction.

혼합시멘트 수화모델을 이용한 콘크리트의 단열온도상승 예측에 관한 연구 (The Evaluation of Adiabatic Temperature rise in Concrete by Using Blended Cement Hydration Model)

  • 왕소용;조형규;이한승
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2011년도 추계 학술논문 발표대회
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    • pp.31-32
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    • 2011
  • Granulated slag from metal industries and fly ash from the combustion of coal are industrial by-products that have been widely used as mineral admixtures in normal and high strength concrete. Due to the reaction between calcium hydroxide and fly ash or slag, the hydration of concrete containing fly ash or slag is much more complex compared with that of Portland cement. In this paper, the production of calcium hydroxide in cement hydration and its consumption in the reaction of mineral admixtures is considered in order to develop a numerical model that simulates the hydration of concrete containing fly ash or slag. The heat evolution rates of fly ash- or slag-blended concrete is determined by the contribution of both cement hydration and the reaction of the mineral admixtures. Furthermore, the temperature distribution and temperature history in hardening blended concrete are evaluated based on the degree of hydration of the cement and the mineral admixtures. The proposed model is verified through experimental data on concrete with different water-to-cement ratios and mineral admixture substitution ratios.

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