• Title/Summary/Keyword: wetting and drying

검색결과 192건 처리시간 0.036초

지표면 열수지의 강수응답성에 관한 연구 (The Response of soil surface heat budget to the precipitation)

  • 황수진;진병화
    • 한국환경과학회지
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    • 제3권2호
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    • pp.89-100
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    • 1994
  • It is very important to assess accurately the terms which are included in the heat budget equation of soil surface because they are used in the UM and miso-scale circulation modeling as well as in the micrometeorological studies. Each terms in the heat budget equation change according to the soil moisture content. So, it is necessary to specify clearly the relations between soil moisture content and these terms. Special experiment with micrometeorological measurements was executed to study these relations at Environmental Research Center of Tsukuba University, Japan. The results are as follow: 1. The soil moisture contents of 1 cm and 4 cm depth are oscillated with one day Period in drying process and the amplitude of variation of 1 cm depth is greater than that of 4 cm. 2. Increase in soil moisture contents due to precipitation result in decrease of albedo with step function. 3. Sensible heat is in reverse proportion to the soil moisture content and latent heat is in direct proportion to it. Latent heat is more sensitive than sensible heat according to the soil moisture variation. Net long wave radiation have high correlation with soil moisture. 4. Comparing with the radiative term with the flux term in wetting process due to precipitation, the energy transfer of the aero and thermodynamic flux is greater than that of the radiative heat flux.

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Computer based FEM stabilization of oxygen transport model for material and energy simulation in corroding reinforced concrete

  • Hussain, Raja Rizwan
    • Computers and Concrete
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    • 제12권5호
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    • pp.669-680
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    • 2013
  • This paper unveils a new computer based stabilization methodology for automated modeling analysis and its experimental verification for corrosion in reinforced concrete structures under the effect of varying oxygen concentration. Various corrosion cells with different concrete compositions under four different environmental conditions (air dry, submerged, 95% R.H and alternate wetting-drying) have been investigated under controlled laboratory conditions. The results of these laboratory tests were utilized with an automated computer-aided simulation model. This model based on mass and energy stabilization through the porous media for the corrosion process was coupled with modified stabilization methodology. By this coupling, it was possible to predict, maintain and transfer the influence of oxygen concentration on the corrosion rate of the reinforcement in concrete under various defined conditions satisfactorily. The variation in oxygen concentration available for corrosion reaction has been taken into account simulating the actual field conditions such as by varying concrete cover depth, relative humidity, water-cement ratio etc. The modeling task has been incorporated by the use of a computer based durability model as a finite element computational approach for stabilizing the effect of oxygen on corrosion of reinforced concrete structures.

Mechanical Behavior of Treated Timber Boardwalk Decks under Cyclic Moisture Changes

  • LIU, Jian;JI, Yiling;LU, Jiaming;LI, Zhi
    • Journal of the Korean Wood Science and Technology
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    • 제50권1호
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    • pp.68-80
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    • 2022
  • Timber boardwalk decks are widely installed in parks and scenic areas to provide pedestrians an elevated footpath as well as harmony with the surrounding natural scene. In order to extend the lifespan of boardwalks in the outdoor environment, industrially treated pine timber, such as Pinus sylvestris, is often adopted. However, accidents of pedestrians injured by damaged boardwalk decks have been constantly reported. Therefore, the mechanical behavior of two different types of treated timber was examined in this study under repeated wetting and drying. An increasing number of radial cracks appeared with increasing length and width as more cycles were performed. A loss of more than 40% of the screw withdrawal capacity was observed in both end grain and face grain for the two types of timber after twelve accelerated wet-dry cycles, which coincides with the observation of damaged timber boardwalks in the field investigation. At the same time, it was found that both the compressive and the flexural strength was not sensitive to the wet-dry cycles especially at large cycle numbers.

Life Prediction of Hydraulic Concrete Based on Grey Residual Markov Model

  • Gong, Li;Gong, Xuelei;Liang, Ying;Zhang, Bingzong;Yang, Yiqun
    • Journal of Information Processing Systems
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    • 제18권4호
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    • pp.457-469
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    • 2022
  • Hydraulic concrete buildings in the northwest of China are often subject to the combined effects of low-temperature frost damage, during drying and wetting cycles, and salt erosion, so the study of concrete deterioration prediction is of major importance. The prediction model of the relative dynamic elastic modulus (RDEM) of four different kinds of modified concrete under the special environment in the northwest of China was established using Grey residual Markov theory. Based on the available test data, modified values of the dynamic elastic modulus were obtained based on the Grey GM(1,1) model and the residual GM(1,1) model, combined with the Markov sign correction, and the dynamic elastic modulus of concrete was predicted. The computational analysis showed that the maximum relative error of the corrected dynamic elastic modulus was significantly reduced, from 1.599% to 0.270% for the BS2 group. The analysis error showed that the model was more adjusted to the concrete mixed with fly ash and mineral powder, and its calculation error was significantly lower than that of the rest of the groups. The analysis of the data for each group proved that the model could predict the loss of dynamic elastic modulus of the deterioration of the concrete effectively, as well as the number of cycles when the concrete reached the damaged state.

플라이애쉬를 혼입한 강섬유보강콘크리트의 내해수성에 관한 실험적 연구 (An Experimental Study on the Seawater Resistance of Steel Fiber Reinforced concrete Using Fly Ash)

  • 박승범;오광진
    • 콘크리트학회지
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    • 제9권3호
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    • pp.189-197
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    • 1997
  • 본 연구에서는 보통의 일반콘크리트와 플라이애쉬를 혼입한 강섬유보강 콘크리트의 해수에 대한 저항성을 고찰하기 위하여 수행되었다. 콘크리트 배합 인자를 물.시멘트비, 강섬유혼입률, 플라이애쉬 혼입률별로 각각 제조하였으며, 표준수(수도물)와 인공으로 제조한 해수에 장기간 침지한 경우와 건조와 습윤의 반복작용에 의한 촉진시험으로 시험을 수행하여 콘크리트의 성능저하에 미치는 영향을 비교.고찰하였다. 시험방법은 소정의 재령에 각각의 배합조건별로 압축강도와 재령 1일을 기준으로 길이변화와 동탄성계수를 측정하여 성능저하정도를 비교분석하였다. 그 결과 강섬유와 플라이애쉬의 적정량의 혼입은 콘크리트의 내해수성을 현저히 개선시키는 효과를 나타내었다.

홍수터에서의 범람 홍수류에 의한 2차원 수치모의 (Two Dimensional Analysis on Inundated Flow in Floodplain)

  • 한건연;정재학;이을래
    • 한국수자원학회논문집
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    • 제33권4호
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    • pp.483-493
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    • 2000
  • 본 연구는 2차원 유한요소모형인 RMA를 이용하여 하도흐름의 홍수터로의 범람현상을 모의하였다. Marsh porosity 기능을 이용하여 계산요소가 젖은 하도에서 마른하도로 점진적으로 변화하는 현상을 가능하게 한다. 젖은/마른하도 계산기능에 대한 적용성을 확인하기 위해서 균일한 사다리꼴 하도구간에 적용하였고 사행하도에서 홍수터를 통한 홍수모의를 실시하였다. 사행하도에 대한 적용결과 홍수터에서의 흐름의 단축현상을 확인할 수 있었고 다양한 사행도와 홍수터 조도에 대한 영향을 평가하였다. 본 모형을 금강 본류부에 적용하였는데 wet/dry 계산은 동일한 유한요소망을 이용하여 다양한 유량조건에서의 모의를 실시하였다.

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광촉매 시멘트의 이산화질소 분해에 따른 내구성에 관한 연구 (Durability of Photocatalytic Cementitious Materials Exposed to Nitrogen Dioxide)

  • 이보연
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2014년도 춘계 학술논문 발표대회
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    • pp.248-249
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    • 2014
  • Photocatalytic cement is receiving attention due to its high oxidation power that oxidizes nitrogen oxides (NOx), thus contributing to clean atmospheric environment. However, there has not been a thorough investigation on durability of a parent material, cementitious material, as a result of photocatalytic reactions. In this study, durability of photocatalytic cementitious materials exposed to nitrogen dioxide (NO2) gas was examined. Titanium dioxide (TiO2) nanoparticles containing cement paste samples were exposed to cycles of NO2 with UV light, followed by wetting and drying to simulate environmental condition. The surface of samples was characterized mechanically, chemically, and visually during the cycling. The results indicate that the photocatalytic efficiency decreased with continued NO2 oxidation due to calcium carbonate formation. The pits found from SEM demonstrate that chemical deterioration have occurred, such as acid attack or leaching. In conclusion, the photocatalytic reactions and its product could alter cementitious materials chemically and mechanically which could further affect long-term durability.

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다량의 플라이 애쉬를 사용한 저강도 고유동 충전재의 내구특성에 관한 연구 (Durability Characteristics of Controlled Low Strength Material(Flowable Fill) with High Volume Fly Ash Content)

  • 원종필;신유길
    • 콘크리트학회논문집
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    • 제12권1호
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    • pp.113-125
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    • 2000
  • The purpose of this study was to examine the durability characteristics of controlled low strength material(flowable fill) with high volume fly ash content. Flowable fill refer to self-compacted, cementitious material used primarily as a backfill in lieu of compacted fill. The two primary advantages of flowable fill over traditional methods are its ease of placement and the elimination of settlement. Therefore, in difficult compaction areas or areas where settlement is a concern, flowable fill should be considered. The fly ash used in this study met the requirements of KS L 5405 and ASTM C 618 for Class F material. The mix proportions used for flowable fill are selected to obtain low-strength materials in the 10 to 15kgf/$\textrm{cm}^2$ range. The optimized flowable fill was consisted of 60kg f/$\textrm{m}^3$ cement content, 280kgf/$\textrm{m}^3$ fly ash content, 1400kgf/$\textrm{m}^3$ sand content, and 320kgf/$\textrm{m}^3$ water content. Subsequently, durability tests including permeability, warm water immersion, repeated wetting & drying, freezing & thawing for high volume fly ash-flowable fill are conducted. The results indicated that flowable fill has acceptable durability characteristics.

댐 붕괴 흐름에 의한 계단의 잠김/드러남 실험 (Experiment of Wetting and Drying for a Step by Dam-Break Flows)

  • 김형석;박문형;황승용
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2015년도 학술발표회
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    • pp.379-379
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    • 2015
  • 최근 몇 년간 기록적인 집중호우와 태풍으로 인해 홍수피해가 점점 증가하고 있다. 국내 대부분의 하천은 고수부지 또는 제방으로 정비되어있다. 국지적으로 발생되는 집중호우는 수위를 급격하게 증가시켜 하천의 고수부지 또는 제방범람을 야기한다. 집중호우로 인한 흐름이 고수부지 또는 제방을 지나면 흐름양상은 매우 복잡하게 변화한다. 그러나 급격히 증가하는 흐름에 의해 하천의 제방, 옹벽 또는 계단지형으로 형성된 고수부지 등을 지나는 흐름특성을 분석하는 것은 매우 어렵고 이러한 불연속 단면을 고려하여 예측하기는 불가능하다. 이와 같이 급변하는 흐름이 계단형 구조물을 지날 때 잠김/드러남 특성을 조사하기위해 수리 실험을 실시하였다. 수리실험은 길이 6 m, 폭 0.4 m로 제작된 직선수로에서 수행되었다. 급격히 증가하는 댐 붕괴 흐름을 재현하기위해 수로중간에 게이트를 설치하고 상류에 물을 채운 후 빠른 속도로 게이트를 개방하였다. 하류에는 수로를 따라 계단형 구조물을 설치하고 하류경계는 물이 빠져나갈 수 있게 하였다. 하류 초기수위는 첫 번째 계단보다 약간 낮게 설정하였다. 계단형 구조물과 그 주변에 파고계를 설치하여 시간에 따른 수위변화를 측정하였다. 다양한 수리조건을 적용하여 수리실험을 수행하였고 측정된 데이터를 이용하여 급변한 비정상흐름이 계단형 구조물을 지날 때 잠김/드러남 특성을 분석하였다. 차후 이 실험 결과는 하천의 제방 및 계단지형을 고려할 수 있는 고정확도 수치모형을 개발하는 검증자료로 유용하게 사용될 수 있을 것이다.

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점적관개 시 토성별 습윤.건조 특성 비교 (Comparison of Wetting and Drying Characteristics in Differently Textured Soils under Drip Irrigation)

  • 김학진;손동욱;허승오;노미영;정기열;박종민;이중용;이동훈
    • 생물환경조절학회지
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    • 제18권4호
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    • pp.309-315
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    • 2009
  • 본 연구에서는 정밀관수를 위한 관수시간, 점적라인 설치 등 관수시스템 설계를 위한 기초 데이터를 얻고자 점적관수 시 토성에 따른 물의 수분함량변화를 공간적, 시간적 변이의 차이를 구명하였다. 20cm의 간격의 노즐로 설치된 1열 점적관을 이용 관수 하였을 경우 양토와 사양토내의 수분은 중심을 따라 대칭 형태를 유지하면서 이동하였으나 수분확산 폭은 양토가 더 넓고 속도가 느린 경향을 나타내었다. 상대적으로 높은 모래성분 함량을 갖는 양질사토의 경우는 낮은 수분 보유력으로 인하여 위치별 수분함량의 변화는 상대적으로 낮았으며 그만큼 물 빠짐정도가 큰 것으로 나타났다. 관수개시점과 종말점을 고려하였을 때 사양토의 경우 20cm 깊이에서 관수개시 30분 후에 수분의 포화가 이루어졌으나 양토와 양질사토의 경우는 약 80분이 소요되어 효율적인 수분공급 측면에서 관수시간은 토성별로 달리해야 하는 것으로 나타났다. 깊이 10cm에서의 시간에 다른 토양수분의 감쇠특성은 지수함수의 형태를 나타내었으며 토양별 안정된 상태에서의 수분함량은 양토, 사양토, 양질사토 각각 17.6%, 6.2%, 4.2%로 예측되어 토성에 따라 잔여수분함량은 차이가 있음을 확인하였다. 토양수분함량과 토양수분퍼텐셜과의 관계를 나타내는 수분특성곡선은 시험 토양의 경우 모두 높은 결정계수를 갖는 지수함수로 근사가 가능하여 수분퍼텐셜을 이용하여 측정하는 재배시스템에서 대응하는 수분함량 예측에 유용한 관계식을 얻었다.