• 생물환경조절학회지
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• 제19권4호
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• pp.305-310
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• 2010

본 연구에서는 여름철에 착색단고추재배가 평지에서 가능한 지를 검토하고 시설 내 야간의 공중습도와 배지 함수량이 생육과 과실의 병무름증과 배꼽썩음과의 발생에 미치는 영향을 조사코자 하였다. 제습 처리구는 야간의 습도가 85% 내외를 유지하였으나 제습을 하지 않은 관행구는 90% 내외로 유지되었다. 초장, 주경장 등 초기생육은 공중습도처리에서는 차이가 없었으나 배지함수량에서 유의차를 보여 배지함수량이 많은 80% 처리구가 길었다. 과실의 무게는 공중습도가 낮고 배지 수분함량이 많은 처리구에서 무거웠으며 스페셜 품종이 쿠프라 품종보다 무거웠다. 주당 착과수는 과실중과 달리 공중습도가 낮고 배지함수량이 낮은 처리구에서 많았으며 그 결과 10a당 상품수량이 증가하였다. 과병 무름증은 스페셜 및 쿠프라 두 품종 모두 실내습도가 낮은 처리구 및 배지함수량이 적은 처리구에서 발생율이 감소하였다. 반면 스페셜 및 쿠퍼라 두 품종 모두 배꼽썩음과 발생율은 공중습도과 높고 배지내 수분함량이 많은 처리구에서 낮게 나타나 과병무름증 발생과 상반되는 양상을 보였다. 스페셜과 쿠프라 두 품종 모두 정상과에 비해 과병무름증 발생과의 과병에서 질소의 함량은 많고 칼슘의 함량이 적었다. 이러한 결과에서 여름철 착색단고추 여름철재배시 생산성을 더 높이기 위해서는 제습기 등을 이용해서 야간의 공중습도를 낮추고, 배지 수분함량을 적게 관리하는 것이 유리한 것으로 나타났다.

• 한국해양공학회지
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• 제20권1호
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• pp.7-15
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• 2006

In this research, the behavior characteristics of cement mixing lightweight soil (CMLS) for recycling of dredged soil in the Nakdong River estuary are experimentally investigated. CMLS is composed of the dredged soil from Nakdong River estuary, cement, and air foam. For this purpose, uniaxial compression tests are carried out for artificially prepared specimens of CMLS, with various initial water contents, cement contents, and mixing ratio of dredged soils. The experimental results of CMLS indicated that the compressive strength is strongly influenced by the cement contents, rather than water contents and air foam. Compressive strength of CMLS increased with an increase in cement content, while it decreased with an increase in water content and air foam content. It was also found that the modulus of deformation E50 was in a range of 44 to 128 times greater than the value of uniaxial compressive strength, cured in 28 days.

• Journal of Biosystems Engineering
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• 제16권3호
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• pp.248-262
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• 1991

Simulation model was developed to analyze drying process for tray type red pepper dryer and validated by experiments. This model could predict satisfactorily temperatures and moisture contents of red pepper and temperatures of drying air during drying. Optimize algorithm was developed to search control valiables (drying air temperature, air recycle ratio and air flow rate) of red pepper dryer based on a criterion of minimizing energy consumption under the constraint conditions that statisfied carotenoid retension of at least 210mg per 100g dry matter, the moisture content of bottom layer of 15% (d.b) and drying time of less than 35 hours. Step changes in drying air temperature and air recycle ratio were considered in the optimization. In single step in control variables, the difference of the moisture content between top layer and bottom layer was great and more fan power was required. As the drying trays were exchanged when the moisture content of bottom layer reached to 100% (d.b), fifty percent of energy was saved and the difference of moisture content was little. In double step changes in control variables, optimal conditions were found by changing the step when the moisture content of bottom layer reached to 100% (d.b) (about 19.8 hours from starting drying). Optimum air flow rate was $18.1cmm/m^2$. Optimum drying air temperature and air recycle ratio in the first step was $55.8^{\circ}C$ and 0.80, and in the second step $65.6^{\circ}C$ and 0.88, respectively. In triple step changes in control variables, the optimal conditions were found by changing the steps when the moisture content of bottom layer reached to 250% (d.b) and 150% (d.b). Optimal air temperatures were $66.2^{\circ}C$, $58.4^{\circ}C$ and $66.9^{\circ}C$, and optimal air recycle ratios were 0.778, 0.785, 0.862 at each step, respectively. Optimal air flow rate was $18.9cmm/m^2$. The best operating mode was triple step mode considering energy consumption, drying time, fan power, and quality of dried red pepper. When the triple step mode was used to dry the red pepper, the energy consumption was about 16.5%~57.2% less than that of the single step mode and the drying time was 6.6 hours shorter than that of the double step mode.

• 한국해양공학회지
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• 제15권3호
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• pp.128-133
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• 2001

It is generally known that the concrete structure subjected to severe environment is much affected by the corrosion of reinforcement, the freezing and thawing action of concrete structure. The main objective of this study is to investigate the freezing and thawing resistance of concrete including fly ash. The effect of the air content in concrete using fly ash is investigated. The experimental study is conducted for 10 mix-ratio cases of concrete of which variables are content of fly ash, concrete compressive strength and containment of air-entrained admixtures. Test results show that the freezing and thawing resistance improves as the amounts of fly ash increase, and concrete with air-entrained admixtures has good freezing and thawing resistance. The concrete with fly ash is to be included air-entrained admixture according to content of fly ash in order to increase the freezing and thawing resistance.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
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• pp.403-408
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• 2000

Hardened concrete contains pores of varying types and sizes, and therefore the transport of air through concrete can be considered. The rate of permeability will not only depend on the continuity of pores, but also on the moisture contents in concrete. In this paper, the effects of curing conditions and moisture content ratios on the carbonation and air permeability are investigated according to the accelerated carbonation test. The results are follows. 1) Compressive strength, carbonation velocity and air permeability are influenced by the moisture content and curing method. 2) The relationship between carbonation velocity coefficient and air permeability coefficient has been quite well established.

• 한국농공학회논문집
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• 제48권4호
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• pp.23-30
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• 2006

This study is performed to evaluate flowability of high flowable concrete using ordinary portland cement, crushed coarse aggregate, crushed sand, sea sand, fly ash, lime powder and superplasticizer. The slump flow and air content are increased with increasing the content of lime powder. But, the O-type funneling time and Box-type passing are decreased with increasing the content of lime powder. The slump flow, air content, O-type funneling time, Box-type passing and L-type filling of target compressive strength 21-27 MPa and 35-42 MPa at curing age 28 days are 47-50 cm and 56-60 cm, 4.2-5.5% and 4.0-5.7%, 8-12s and 5-10s, 4.3-5.0 cm and 3.4-5.0 cm, and excellent, respectively. These concrete can be used for high flowable concrete.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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• pp.565-568
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• 2008

우리나라의 경우 매년 전국적으로 일평균기온이 0$^{\circ}C$이하로 되는 경우가 대부분이므로 거의 모든 지역의 콘크리트가 반복되는 동결융해의 피해를 입고 있다고 볼 수 있다. 이러한 동결융해의 반복에 대한 콘크리트의 내구성은 콘크리트의 공기량과 매우 관계가 깊다. 따라서, 현재 콘크리트의 동결융해에 대한 저항성을 향상시키기 위해 AE제 등을 사용하고 있으며 콘크리트의 기포간극계수를 $250{\mu}m$ 이하로 권장하고 있다. 외국의 경우도 마찬가지로 AE제 및 감수제에 관한 품질규격에서 기포간극계수를 캐나다의 경우 각각 $200{\mu}m$ 이하 및 $230{\mu}m$ 이하로 규정하고 있으며 일본학회에서도 기포간극계수 $250{\mu}m$ 이하가 적당하다고 보고되고 있다. 또한, 융설제와 동결융해의 복합작용에 의해 콘크리트의 스켈링 저항성을 향상시키는 데에도 일반 동해와 마찬가지로 공기량이 상당히 중요하다고 알려져 있다. 따라서, 반복되는 동결융해에 의한 동해를 동시에 받는 복합열화 환경하에 있는 일반콘크리트의 내구성에 크게 영향을 미치는 인자로 알려져 있는 공기량에 따른 동결융해 내구성을 알아보고자 Non AE(공기량 1.5%), AE(공기량 4.5%, 7.2%) 콘크리트를 통해 동결융해에 따른 상대동탄성계수와 중량감소율, 스켈링 저항성 및 공극특성을 비교검토 하였다.

• 한국환경보건학회지
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• 제19권3호
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• pp.46-51
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• 1993

In order to survery the risk of air-borne lead to human, the relation between air-borne lead level and blood lead level was examined by using of the kinetic model and statistical model. The results of this survey were as follows: 1. The pathways of lead intake were food and water, mainly. 2. Though blood lead level of Korean urbanire was higher than that of American or Japanese, it was not so severe as to influence human health. 3. The lead content in food and water was high, and so it is needed to confirm the cause of high content was whether second contamination by air pollution or not.

• 한국연초학회지
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• 제14권1호
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• pp.48-56
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• 1992

This studies were carried out to investigate the effects of leaf loading quantity and circulating air volume during bulk curing on the variation of physical and chemical characteristics in flue-cured tobacco. The results are as follows : 1. The content of sugar in cured leaves was decreased with more circulating air volume and leaf loading quantity at bulk curing. 2. Total nitrogen and protein nitrogen were decreased with less circulating air volume and more leaf loading quantity, while amino nitrogen was increased. 3. The contents of linolenic acid and linoleic acid were increased with more leaf loading quantity and oxalic acid and citric acid had a tendency of being increased in case of high circulating air volume. 4. In general, major aromatic compounds were increased through flue-curing. Relatively high content of solanone in case of lower air volume and less leaf loading were observed, while megastig matrienone was increased when leaf loading was small. 5. The more circulation air volume with leaf loading quantity caused lowering equilibrium moisture content and higher shatter index, which resulted in poor quality of cured leaves based on quality index, nitrogen number, taste index phillips index, and sugar-nicotine ratio.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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• pp.679-682
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• 2004

Air void systems in hardened concrete has an important influence on concrete durability such as freeze-thaw resistance, water permeability, surface scaling resistance. Linear traverse method and point count method described at ASTM is the routine analysis of the air void system that have been widely used to estimate the spacing factor in hardened concrete. Recently, many concretes often have a spacing factor higher than the generally accepted $200-250{\mu}m$ limit for the usual range of air contents. This study is proposed to estimate the matrix spacing factor by calculation of simplicity. The matrix spacing factor needs two parameters that are air content and numbers of air voids in the hardened concrete. Those are obtained from the standard air-void system analysis of the ASTM C 457. The equation is valid for all values of paste-to-air ratio because the estimation of paste content is unnecessary at the using ASTM C 457. The matrix spacing factor yields a similar estimate of the standard spacing factor.