• Title/Summary/Keyword: 설계외기온

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Analysis of Outdoor Design Temperatures for Heating and Cooling Greenhouses Based on Annual Percentiles (연간 백분위 방식에 의한 온실 냉난방 설계기온의 분석)

  • Nam, Sang-Woon;Shin, Hyun-Ho
    • Journal of Bio-Environment Control
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    • v.27 no.3
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    • pp.269-275
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    • 2018
  • In order to establish the criterion for analyzing outdoor weather conditions in the greenhouse heating and cooling system design, we analyzed heating and cooling design outdoor temperatures by the annual percentile method and compared with design outdoor temperatures by the existing seasonal percentile method. In the annual percentile method, 0.4%, 1% and 2% of the total 8,760 hours per year are presented as cooling design outdoor temperatures and 99.6% and 99% as heating design outdoor temperatures. When the annual percentile method was adopted, heating design outdoor temperatures increased by 6.7 to 9.6% compared with the seasonal percentile method, and cooling design outdoor temperatures decreased by 0.6 to 1.1%. The maximum heating load in the same greenhouse condition decreased by 3.0 to 3.6% when the annual percentile method was adopted, but the effect on the maximum cooling load was insignificant. Therefore, it is necessary to consider the change of heating design outdoor temperatures to the annual percentile method, but it is not necessary to change the cooling design outdoor temperatures since there is little difference between the two methods.

Sol-Air Temperature (서울의 상당외기온도)

  • 김문정
    • The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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    • v.3 no.2
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    • pp.91-93
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    • 1974
  • 본(本) 논문(論文)은 유효온도차(有效溫度差)에 의(依)한 하기랭방부하계산법(夏期冷房負荷計算法)의 기초가 되는 서울에서의 상당외기온도(相當外氣溫度)를 구(求)한 것이다. 상당외기온도(相當外氣溫度)는 유효온도차(有效溫度差)를 구(求)하기 위한 것으로 이것의 산출(算出)은 서울의 외기온(外氣溫)을 T.A.C.(Technical Advisory Committee) 2.5% 위험율을 기준치(基準値)로 한 하기(夏期)의 설계용(設計用) 외기온도(外氣溫度)와 이론식(理論式)에 의한 전일사량(全日射量)에서 7월(月) 22일(日) 서울의 상당외기온도표(相當外氣溫度表)를 작성(作成)하였다.

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Effects of Beehives Number on Inside Temperature of Wintering Beehouse (저장봉군수가 저온양봉사 내부온도에 미치는 영향)

  • 이석건;김란숙;이현우;이종원
    • Proceedings of the Korean Society for Bio-Environment Control Conference
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    • 2001.04b
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    • pp.88-89
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    • 2001
  • 꿀벌의 실내월동에 이용되는 월동용 저온양봉사의 내부환경에 영향을 주는 요소에는 외기온, 저장봉군수, 환기량 등이 있다. 이러한 환경요인을 고려하여 설계 제작된 국내 월동용 저온양봉사의 성능 및 저장봉군수와 양봉사 내부온도의 관계를 분석하고자 경상북도의 7개 지역에 설치된 월동용 저온양봉사(내부크기 폭4.5m×길이3m×높이3m)에 대하여 2000. 11. 25부터 2001, 2. 15까지 실내월동 실험을 수행하였다. 실험대상 지역은 포항, 문경, 상주, 칠곡, 성주, 영양, 안동이며, 지역별 저장봉군수는 각각 14, 74, 85, 110, 163, 170, 260군이다(Table 1). 꿀벌의 월동기간 중 안동과 성주지역을 제외한 5개 지역의 실내 월동성적은 폐사율이 10%미만으로 대체적으로 우수한 것으로 조사되었으나, 월동기간중 지역별 외기온을 분석한 결과, 평균외기온 및 최저외기온이 가장 낮은 지역은 안동이었으며, 그 값이 각각 -3.1℃와 -9.4℃일 때 양봉사 내부의 평균온도와 최저온도는 5.2℃와 3.8℃로 나타났다. 반면에 평균외기온 및 최저외기온이 가장 높은 지역은 포항이었으며 그 값이 각각 1.3℃와 -4.1℃일 때 양봉사 내부의 평균온도와 최저온도는 각각 3.1℃와 1.2℃로 나타나 저온양봉사 내부의 온도환경 조절성능이 모두 우수한 것으로 판단되었다(Table 1). 또한 월동기간중 주.야간으로 양봉사 내.외부의 온도변화를 분석한 결과, 저장봉군수의 증가에 따라 주야간 모두 양봉사 내.외부 온도편차가 증가하는 경향을 나타내었으며 양봉사 내부의 주.야간 평균온도는 모두 꿀벌의 월동에 적정한 범위인 2℃-9℃를 유지하는 것으로 분석되었다(Table 2). 그리고, 월동기간중 외기온이 가장 낮은 시기(1월 13-19일)의 평균 외기온이 -8℃--9℃로 유사한 문경, 상주, 영양, 안동지역의 월동용 저온양봉사의 평균 내부온도는 각각 -2.0℃, -1.0℃, 0.2℃, 4.2℃로 나타나 저장봉군수가 증가함에 따라 월동용 저온양봉사의 내부온도가 증가하여 꿀벌의 월동에 적합한 온도범위를 유지함을 알 수 있었다. 실험기간동안 대부분의 저온양봉사 내부온도는 꿀벌이 월동하기에 적정한 온도범위(2℃-9℃)로 유지하였다(Fig. 1).

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Validation of Load Calculation Method for Greenhouse Heating Design and Analysis of the Influence of Infiltration Loss and Ground Heat Exchange (온실 난방부하 산정방법의 검증 및 틈새환기와 지중전열의 영향 분석)

  • Shin, Hyun-Ho;Nam, Sang-Woon
    • Horticultural Science & Technology
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    • v.33 no.5
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    • pp.647-657
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    • 2015
  • To investigate a method for calculation of the heating load for environmental designs of horticultural facilities, measurements of total heating load, infiltration rate, and floor heat flux in a large-scale plastic greenhouse were analyzed comparatively with the calculation results. Effects of ground heat exchange and infiltration loss on the greenhouse heating load were examined. The ranges of the indoor and outdoor temperatures were $13.3{\pm}1.2^{\circ}C$ and $-9.4{\sim}+7.2^{\circ}C$ respectively during the experimental period. It was confirmed that the outdoor temperatures were valid in the range of the design temperatures for the greenhouse heating design in Korea. Average infiltration rate of the experimental greenhouse measured by a gas tracer method was $0.245h^{-1}$. Applying a constant ventilation heat transfer coefficient to the covering area of the greenhouse was found to have a methodological problem in the case of various sizes of greenhouses. Thus, it was considered that the method of using the volume and the infiltration rate of greenhouses was reasonable for the infiltration loss. Floor heat flux measured in the center of the greenhouse tended to increase toward negative slightly according to the differences between indoor and outdoor temperature. By contrast, floor heat flux measured at the side of the greenhouse tended to increase greatly into plus according to the temperature differences. Based on the measured results, a new calculation method for ground heat exchange was developed by adopting the concept of heat loss through the perimeter of greenhouses. The developed method coincided closely with the experimental result. Average transmission heat loss was shown to be directly proportional to the differences between indoor and outdoor temperature, but the average overall heat transfer coefficient tended to decrease. Thus, in calculating the transmission heat loss, the overall heat transfer coefficient must be selected based on design conditions. The overall heat transfer coefficient of the experimental greenhouse averaged $2.73W{\cdot}m^{-2}{\cdot}C^{-1}$, which represents a 60% heat savings rate compared with plastic greenhouses with a single covering. The total heating load included, transmission heat loss of 84.7~95.4%, infiltration loss of 4.4~9.5%, and ground heat exchange of -0.2~+6.3%. The transmission heat loss accounted for larger proportions in groups with low differences between indoor and outdoor temperature, whereas infiltration heat loss played the larger role in groups with high temperature differences. Ground heat exchange could either heighten or lessen the heating load, depending on the difference between indoor and outdoor temperature. Therefore, the selection of a reference temperature difference is important. Since infiltration loss takes on greater importance than ground heat exchange, measures for lessening the infiltration loss are required to conserve energy.

Effect of Design Value Selection on Heating and Cooling Load Calculation in Greenhouses (설계 변수 선택이 온실의 냉난방부하 산정에 미치는 영향)

  • Nam, Sang-Woon;Shin, Hyun-Ho
    • Journal of Bio-Environment Control
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    • v.27 no.4
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    • pp.277-284
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    • 2018
  • For the main variables to be selected by the designer for the heating and cooling load calculation in greenhouses, in order to evaluate the effect of these design values on the heating and cooling load, the simulations were carried out by varying the respective design values. Based on these results, we proposed the design values which should pay special attention to selection. The design values which have the greatest effect on the heating load were the overall heat transfer coefficient of the covering material and the design outdoor temperature was next. The effect of the design values according to the number of spans showed little difference. In the case of the single-span greenhouse, the effect of the design values related to the underground heat transfer can not be ignored. However, in the case of the multi-span greenhouse, the effect of the design values related to the underground heat transfer and the infiltration rate were insignificant. The design values which have the greatest effect on the cooling load were the solar radiation into the greenhouse and the evapotranspiration coefficient, followed by the indoor and outdoor temperature difference and the ventilation rate. The effect of the design values showed a great difference between the single-span greenhouse and the multi-span greenhouse, but there was almost no difference according to the number of spans. The effect of the overall heat transfer coefficient of the covering material was negligible in both the single-span greenhouse and the multi-span greenhouse. However, the effect of the indoor and outdoor temperature difference and the ventilation rate on the cooling load was not negligible. Especially, it is considered that the effect is larger in multi-span greenhouse.

Comparison of Outside Design Weather Data for Greenhouse Heating and Cooling (온실의 냉.난방 설계용 기상자료의 비교분석)

  • 남상운
    • Proceedings of the Korean Society for Bio-Environment Control Conference
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    • 2000.10b
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    • pp.94-97
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    • 2000
  • 온실의 환경설계 중에서 가장 기본이 되는 냉ㆍ난방 설비용량의 결정을 위하여는 설계외기온(냉ㆍ난방설계), 외기의 습구온도 및 수평면 일사량(냉방설계)과 같은 기상자료가 필요하다. 시설재배에 있어서 환경설비의 용량 부족은 혹한기 또는 혹서기에 작물의 생육에 치명적인 영향을 미칠 수 있다. 또한 설비용량의 과대설계는 설치비 면에서 비경제적일 뿐만 아니라 에너지의 효율적 이용 측면에서도 불리하므로 적정 설비용량의 결정은 매우 중요하고, 따라서 설계용 기상자료의 선택은 매우 신중을 기하여야 한다. (중략)

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A Study on the Foundation of the Standard of Temperature and Humidity for Preventing Condensation in Apartment Housings (공동주택 세대내 결로방지 설계를 위한 실내외 온습도 기준 수립 연구)

  • Hwang, Ha-Jin;Kim, Jong-Yeop;Lee, Jong-Sung
    • Land and Housing Review
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    • v.2 no.3
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    • pp.269-276
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    • 2011
  • Recently, the chance of dew condensation in apartment buildings is increasing because of several reasons. For example, ventilation rate has been decreased because of high-insulations and airtightness for saving energy. Besides, the humidity has been made by drying washes, cooking and bathing inside of apartment buildings. However, there is lack of resonable design criteria for preventing condensation in real life and real surroundings. Therefore, this study is aimed at making a resonable design criteria of preventing condensation by measuring the indoor temperature and humidity in real life. In addition to this, it is aimed at making a resonable outdoor condition and classifying regions by using weather data. The following are the results. The interior criterion for condensation was set up $25^{\circ}C$ and a relative humidity of 55%. The outdoor criterion for condensation was set up $20^{\circ}C$, $-15^{\circ}C$, and $10^{\circ}C$ respectively for the hard frost, middle, and southern areas.

The Shading Effect and Wind Velocity Variation of Greenhouse with Fan & Pad System (FAN & PAD시스템 온실의 풍속변화 및 차광효과)

  • 이석건;이종원;이현우
    • Proceedings of the Korean Society for Bio-Environment Control Conference
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    • 2000.10b
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    • pp.36-39
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    • 2000
  • 온실용 FAN & PAD 시스템의 설계, 시공 및 운용에 필요한 기초자료를 제공하고자 FAN & PAD 온실의 내부풍속변화와 차광에 따른 냉방성능을 실험적으로 분석한 결과를 요약하면 다음과 같다. 1. FAN & PAD 시스템 온실의 내부풍속은 지면높이 80cm에서는 0.35㎧-1.25㎧ 범위에서 불규칙한 변화를 보였으며, 지면높이 210cm에서는 0.63㎧-1.06㎧ 범위에서 다소 규칙적인 변화를 보였다. 그리고, PAD측 풍속은 지면높이 80cm에서는 평균 0.2㎧, 지면높이 210cm에서는 평균 1.16㎧로 규칙적인 변화를 보였다. 2. 주간(10:00-18:00)에 외기온이 28.2$^{\circ}C$-35.1$^{\circ}C$(평균 31.5$^{\circ}C$)범위에서 변화할 때 FAN & PAD 온실의 내부온도는 외기온보다 평균 2.4$^{\circ}C$-2.7$^{\circ}C$정도 낮게 나타났으며 무차광시 냉방효과가 최고 3.2$^{\circ}C$ 감소하는 것으로 나타났다.

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Practical Application of Fine Particle Cement for Shotcrete in Cold Weather (동절기 Shotcrete 시공을 위한 미립자 시멘트의 활용)

  • Kim, Kyoung-Min;Hwang, In-Sung;Kim, Sung-Soo;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.997-1000
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    • 2008
  • Strength development of concrete subjected to cold weather is generally delayed due to its low temperature. In case of soil nailing method, it is necessary to apply the shotcrete. However, the shotcrete placement under low temperature experiences retardation of strength development due to delayed hydration reaction. Therefore, in this paper, the use of fine particle cement which is produced through particle classification in cement manufacturing process, is discussed to enhance the strength development of the shotcrete under low temperature. According to the results, the concrete containing 100% of fine particle cement had excellent strength development even at $-9^{\circ}C$ of temperature and at 5days, it reached design strength with PE film curing. It is thought that more than 70% of fine particle cement can secure required strength of the shotcrete even at low temperature condition.

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