• Title/Summary/Keyword: 평균공극량

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A Study on the Comparative Evaluation of wearing Fitness of Women′s Ready-made Jackets Using 3D Scanner (3D Scanner를 이용한 여성용 기성복 재킷의 착의적합성에 관한 비교평가연구)

  • Kim, Haekyung;Eunyoung Suk;Park, Soonjee;Chuyeon Suh;Jiyoung Lim
    • Journal of the Korean Society of Clothing and Textiles
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    • v.25 no.10
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    • pp.1707-1718
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    • 2001
  • 본 연구 목적은 3차원 인체 스캐너를 이용하여 여자 기성복 재킷의 여유량을 비교, 분석하는 것으로, 2사이즈 7브랜드의 재킷의 공극량을 계측하여 분석하였다. 첫째, 재킷 단면둘레 분석 결과, B85(품), B8(허리)를 제외하고 브랜드간에 유의한 차이를 나타내지 않아, 전반적으로, 브랜드간 제품치수에는 차이가 없는 것으로 나타났다. 둘째, 인체와 재킷의 단면둘레 분석 결과, 재킷의 배둘레를 제외한 모든 항목에서 유의한 차이가 나타나 피험자, 재킷 모두 사이즈에 따라 유의적인 차이 가 있음을 알 수 있다. 셋째, 기본사이즈 B85에서는 허리를 제외하고는 패턴 F가 가장 여유량이 많은 것으로 나타났으나, B88의 경우, 부위별로 각기 다른 패턴에서 여유량이 가장 많은 것으로 나타나, 각 부분마다 브랜드별로 그레이딩 룰이 다름을 알 수 있다. 넷째, 착의 단면은 인체와 의복간의 여유량 분포를 명백히 보여주며, 어깨, 가슴, 엉덩이처럼 몸에 밀착되는 부위는 다른 부위에 비해 패턴간, 각도별 변이가 적은 것으로 나타났다. 품, 허리, 배에서는 옆보다는 앞, 뒤로, 가슴에서는 앞뒤 좌우의 30$^{\circ}$방향, 엉덩이의 경우, 옆, 뒤보다는 앞쪽에 여유량이 집중되어 있는 것으로 나타났다. 다섯째, 브랜드별 평균공극길이에 대한 분산분석 결과, 전반적으로 패턴 F가 가장 공극량이 많고, 패턴 D가 작은 것으로 나타났다. 여섯째, 사이즈별 평균공극길이에 대한 t-검정 결과, 품과 배 부분에서, B88이 B85보다 공극량이 적은 것으로 나타나, 기준부위인 가슴, 허리, 엉덩이 부분뿐만 아니라 품, 배둘레의 치수에 대응할 수 있도록 그레이딩 룰 값을 산정하여야 함을 알 수 있다.

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Air Flow and Heat Storage Performance of Packed Pebble Beds Model (모형 축열층의 공기유동 및 축열 성능)

  • 이석건;이종원;이현우
    • Proceedings of the Korean Society for Bio-Environment Control Conference
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    • 1999.11a
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    • pp.109-113
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    • 1999
  • 겨울철 난방에너지와 여름철 냉방에너지 절감을 위한 자갈축열 태양열 온실의 설계자료를 얻고자 모형 자갈축열층과 이론적 해석을 통하여 축열층의 공기유동성 및 자갈축열층의 축열성능을 분석한 결과를 요약하면 다음과 같다. 1. 압출식으로 공기를 유동시켰을 경우 축열층내 풍속은 0.09-l.50㎧(평균 0.60㎧)범위였으며, 흡인식으로 공기를 유동시켰을 경우 축열층내 풍속은 0.15-0.90㎧(평균 0.46㎧)범위로 평균풍속은 압출식이 높게 나타났으나 축열층 가운데에서는 흠인식이 약 0.06㎧정도 높게 나타났다. 이러한 결과로 볼 때 자갈축열층내 공기순환을 위한 별도의 파이프 매설은 불필요한 것으로 판단된다. 2. 자갈축열층의 공극율이 증가할수록 축열량은 감소하였으며 순환팬 용량과 공극율에 따라 평균 2,133㎉/h-3,243㎉/h 정도 축열량 차이가 있는 것으로 나타났다. 3. 공극율이 0.45인 경우 축열층의 높이가 높을수록 자갈축열층의 온도는 서서히 증가하였으며, 축열층 높이 60cm이하에서는 축열 7시간이후부터는 축열량 변화를 거의 없는 것으로 나타났다. 4. 이러한 결과를 모형축열층에 있어 실험적으로 구해지는 축열 자갈층의 온도 및 축열량과의 비교 검증단계를 거쳐 온실규모에 필요한 적정 축열시스템을 산정할 수 있는 시뮬레이션 프로그램의 기초자료로 활용하고자 한다.

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A Study on the Evaluation of Ready-Made Jacket for Women according to Pattern Size Using 3D Scanner (3D scanner를 이용한 여성복 재킷의 패턴 사이즈에 따른 착의평가 연구)

  • 서추연
    • Journal of the Korean Society of Clothing and Textiles
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    • v.26 no.3_4
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    • pp.390-401
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    • 2002
  • This study was to evaluate the fitness and the suitability of size specification of the ready made jacket for women by analysing pattern size and space between skin and clothing using 3D scanner. The results were as follows: 1. Pattern B had the lowest score and the feeling of wearing was significantly different among the given patterns even though all jacket size specification were the same. 2. Ease amount was different between each brand even though the jacket size specification was the same due to the different pattern grading rules. And increasing grading amounts were bigger in horizontal direction rather than in vertical direction. 3. We could obtain accurate a 3 dimensional figure, using 3D scanner which was very useful and more accurate than 2 dimensional data using photography method. 4. Analyzing the average space between skin and clothing of each pattern, there was no significant difference in the average space between skin and clothing among all patterns except waist part of B88 size. And analyzing the average space between skin and clothing of each measured body parts by each size, there existed a significant difference in the interscye, abdomen and hip parts.

Analysis of Groundwater-Level Variation Caused by Tunnel Construction at a Mountain Area (산악지역의 터널건설에 의한 지하수위 변동분석)

  • 강동환;정상용;심병완;김병우;정상원
    • Proceedings of the KSEG Conference
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    • 2002.04a
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    • pp.137-146
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    • 2002
  • 수락산 터널구간 기반암의 평균투수계수는 $2.64{\times}10^{-6}cm/sec$, 평균RQD는 78%, 평균공극율 은 0.51% 이다. 지하수위와 표고간의 상관성분석을 이용하여 수락산 정상부에서 지하수위를 추정한 결과, 터널구간의 전체 평균수리경사는 0.267로서 산출되었다. 수리분석에 의한 수락산 터널구간에서의 지하수 유출량은 약 $66,378~121,574\textrm{m}^3/yr$, 함양량은 $863,500\textrm{m}^3/yr$로 산정 되었다. 3차원 지하수유동모델링 소프트웨어 MODFLOW를 이용하여 터널건설에 의한 지하수위 변동을 분석한 결과, 1년 후에는 터널 중심부에서의 지하수위 강하가 각각 40~45m로 나타났으며 터널구간의 지하수위는 3년 후에, 그리고 모델 영역 전체 지하수위는 4,5년 후에 완전하게 정류상태로 회복되었다.

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The Influence of the Landscaping Shade Materials' Porosity on the Mean Radiant Temperature(MRT) of Summer Outdoors (조경용 차양 재료의 공극률이 하절기 옥외공간 평균복사온도에 미치는 영향)

  • Lee, Chun-Seok;Ryu, Nam-Hyung
    • Journal of the Korean Institute of Landscape Architecture
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    • v.45 no.2
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    • pp.60-67
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    • 2017
  • The purpose of this study was to evaluate the influence of landscaping shade materials' porosity on the Mean Radiant Temperature (MRT) of summer outdoors. The MRTs were measured under seven different types of black membranes with holes of 8mm diameter at different intervals applied on the top of wooden boxes, and compared with those of four additional control plots with or without shade and lateral boxes. The applied porosities were 0.5, 1, 2, 4, 8, 16%, and 32%, and three groups of three shades were compared sequentially from August 13 to September 8, 2016. The MRTs under the shade without lateral block, no shade with lateral block, and shade with lateral block were $33.08^{\circ}C$, $45.80^{\circ}C$, and $42.3^{\circ}C$, respectively, while that of no-shaded no-lateral screen was $44.26^{\circ}C$, based on records from 11:00 AM to 3:00 PM on the days with a peak globe temperature higher than $30^{\circ}C$. An ANCOVA analysis showed that the MRTs under the shades with 0.5, 1, 2, 4, 8, 16%, and 32% porosities were calculated as 43.40, 43.10, 41.49, 40.43, 39.61, $37.91^{\circ}C$, and $38.12^{\circ}C$, respectively, while that in the no shaded control box was $45.8^{\circ}C$. The curve fitted between MRTs and the porosity showed a U-shaped quadratic function with the minimum MRT at 16% practically or 22.5% statistically.

Comparison in Porous Structure and Water Eetention with the Different Porous Media by Fractal Fragmentation Model (다공성 매체의 차원 분열 모델 적용에 의한 토양과 상토의 공극분포와 보수력 비교)

  • Oh, Dong-Shig;Kim, Lee-Yul;Jung, Yeong-Sang
    • Korean Journal of Soil Science and Fertilizer
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    • v.40 no.3
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    • pp.189-195
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    • 2007
  • Using fractal dimensionality theory proposed by Riew and Sposito (1991), we attempted to analyze quantitatively the characteristics of porous distribution for built-in soils in the mini-lysimeter and artificial seed-bed media. The 2" stainless core soil samples were taken from lysimeter soils. Artificial seed-bed media were compacted in the acrylic core filled with raw materials consisted of cocopeat, zeolite and perlite. N (Constant number of partitioned group size smaller media volumes) and r (Self-similarity ratio) parameters consisting of fractal dimension D=log(N)/log(1/r) were obtained by Excel Programme using the Riew and Sposito's fractal model. The pore distribution of tested media was screened in pore size and its occurring frequency. The results reveal that the distribution range of pores is wider in the lysimeter soils than in the seed-bed media, while average size of pores in the media is smaller in lysimeter core soils than in seed-bed media.

제주도 동부지역의 수문지질에 관한 연구(II)

  • 고기원;박윤석;박원배;문덕철
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2003.04a
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    • pp.67-72
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    • 2003
  • 제주도 동부지역에 설치한 심부관측정과 지하수 개발공에 대한 시추코아 지질검층, EC 및 수온검층, 지하수위 관측, 수질조사 등의 자료를 기초로 이 지역의 지하지질 분포와 지하수 부존특성에 대해 해석을 실시하였다. 제주도 동부 해발 200m 이하지역은 평균 해수면 하 90~120m 깊이까지 투수성이 좋은 용암류 누층으로 이뤄져 있으며, 일부지역에서는 서귀포층 상부에 유리쇄 설성 각력암층(hyaloclastite breccia)이 두껍게 분포하고 있어 담수지하수의 확산과 해수의 유입이 잘 일어날 수 있는 지질상태를 이루고 있다. 특히 서귀포층은 G-H비에 의한 담.염수 경계면 분포 깊이보다 깊은 위치에 존재하고 있어 제주도 서부지역에서처럼 담수지하수를 저류 해주는 역할을 기대하기 어려운 것으로 판단된다. 제주도 동부지역 지하수체는 수직적으로 담수지하수, 저염지하수, 염수지하수로 구분할 수 있으며, Ghyben-Herzberg 원리가 적용되는 담수렌즈(기저지하수) 두께는 일반적인 G-H비 보다 훨씬 얇은 평균 1:20의 비율을 나타냈다. 담수렌즈는 대체로 해안으로부터 내륙쪽 8km 지역까지 광범위하게 발달하고 있으며, 담수렌즈 포장량은 822백만톤(공극율 5%)에서 1,970백만톤(공극율 12%)의 범위로 추정되었다.

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Development of Actual Measurement Spacing Factor Using Spacing Data of Air Void in Concrete (콘크리트의 공극 간격 데이터를 활용한 실측간격계수 개발)

  • Lee, Jin-Bum;Jeon, Sung-Il;Kwon, Soo-Ahn;An, Ji-Hwan
    • Journal of the Korea Concrete Institute
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    • v.23 no.6
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    • pp.701-709
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    • 2011
  • One of the typical evaluation models of concrete air-void system is spacing factor (SF), which was suggested by Power. Power Spacing Factor (PSF) has a disadvantage of the result being different from the actual case due to the existence of entrapped air, because PSF uses average single spacing factor. Therefore, the Actual Measurement Spacing Factor (AMSF) using actually measured data of air void spacing was developed from this study. PSF and AMSF were compared and evaluated in this study by using the image analysis test result of concrete mixture. This study results showed that PSF and AMSF are generally similar, but AMSF had a larger value when PSF was greater than $400{\mu}m$. The results indicated a possibility of PSF giving false measurement estimation where the measurement is less than the actual value in the concrete mixture containing less air. Also, in the result of PSF and AMSF analysis according to the existence of entrapped air, AMSF showed a larger value in the analysis without entrapped air. But PSF showed a smaller value in the analysis without entrapped air, which was different from the actual case. Because PSF used average single spacing factor, it tended to give a false result. The study results showed that AMSF gave more accurate analysis results.

Proposal of Spacing Distribution Index Reflected Actual Air Void Characteristics in Concrete (콘크리트의 실제 공극구조 특성을 반영한 간격분포지수 제안)

  • Jeon, Sung Il;An, Ji-Hwan;Kwon, Soo Ahn;Yun, Tae Young
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.31 no.6A
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    • pp.449-456
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    • 2011
  • Spacing factor proposed by Power is a concept of averaging air void spacing composed of geometric models. Thus, there's a limitation on simulating actual air void characteristics in concrete. This study presents SDI(spacing distribution index) to overcome the limitation of spacing factor. SDI is also evaluated through comparing SDI with SF(spacing factor). In this study, it was confirmed that SF decreased due to increasing air-entrainer content but SDI increased. This occurs because SDI is the area of spacing distribution curve and SDI increases with increasing the frequency of spacing. SDI is evaluated to have better coverage below $300{\mu}m$ of SF so that determination of critical point of SDI above 80% of durability index can be easily obtained with more reliability. SDI is the area of spacing distribution curve and reflects actual air void characteristics in concrete. A comparative study of SDI and results of freeze-thaw test will be performed later.

Properties of Pohang Mudstone with High Porosity According to Water Immersion (수침에 따른 공극률이 큰 포항 이암의 특성)

  • Kim, Byung-Soo;Lee, Yun-Jae;Kim, Tae-Hyung;Kim, Byeong-Jun
    • Journal of the Korean Geotechnical Society
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    • v.37 no.11
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    • pp.83-92
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    • 2021
  • In this study, effective porosity measurement, electron microscope (SEM) observation, X-ray diffraction analysis (XRD), slaking, swelling, and unconfined compression strength according to water immersion were analyzed to evaluate the properties of mudstone with high porosity in Pohang. As a result of the test for 16 square samples (5 cm), the effective porosity was 14.67% on average, higher than porosity of general mudstone, and electron microscope observation confirmed that the porosity was actually high. As a result of X-ray diffraction analysis, the swelling clay mineral content was 2.3~4.1%, which was lower than the results of previous studies in Pohang. The slake durability index was 37.73~87.73%, showing low to medium durability, which was lower than the results of previous studies. It was confirmed that the swelling property rapidly expanded to 1.79~1.82% of maximum swelling strain in the major axis direction for 30 minutes. As the properties of decreasing the unconfined compression strength according to water immersion, the samples rapidly weathered after 10 minutes of water immersion, and the strength decreased. It was confirmed that the results of previous studies related to mudstone in Pohang were different. This is judged to be due to the high porosity of mudstone in study.