• 환경영향평가
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• 제9권1호
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• pp.39-46
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• 2000

Removal of ammonia using the porous ceramic biofilter inoculated with earthworm casts was characterized. By assuming a plug air flow in the biofilter and applying the Michaelis-Menten equation, the maximum removal rate of $NH_3$ was $280.7g-N{\cdot}m^{-3}{\cdot}h^{-1}$($18.0g-N{\cdot}kg^{-1}{\cdot}d^{-1}$) at $30^{\circ}C$. $NH_3$ removal rate was increased as temperature increases from $15^{\circ}C$ to $35^{\circ}C$. The maximum removal rate was $285.8g-N{\cdot}m^{-3}{\cdot}h^{-1}$($18.8g-N{\cdot}kg^{-1}{\cdot}d^{-1}$) at $35^{\circ}C$. At $15^{\circ}C$, the $NH_3$ removal rate was $122.8g-N{\cdot}m^{-3}{\cdot}h^{-1}$($8.1g-N{\cdot}kg^{-1}{\cdot}d^{-1}$). When 210 ppm $NH_3$ was supplied to the biofilter at space velocity of $220h^{-1}$, the removal efficiency of $NH_3$ at 15, 25, 30 and $35^{\circ}C$ was 80, 90, 95, and 96%, respectively. The removal rate of the ceramic biofilter was 3 to 15 times higher than other biofilters comparing the removal efficiency of $NH_3$ per unit volume of carrier. This result indicates that earthworm casts and porous ceramics are very good inoculum source and carrier, respectively, for the $NH_3$-degrading biofilter.

• 한국세라믹학회지
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• 제19권2호
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• pp.127-132
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• 1982

This experiment has been carried out for the purpose of investigating the effect of additives on densification and grain growth in magnesium oxide by a two-step process; hot pressing and heat treating. MgO powder has been obtained by calcining extra reagent grade MgCO3 at 90$0^{\circ}C$ for 30 minutes, and additives have been added to $MgCO_3$ in the form of soluble salts-Al$(NO_3)_3$$. $9H_2O$ and $Cr(NO_3)_3$.9H_2O$. The hot pressing has been carried out with changes of soaking time at 125$0^{\circ}C$ under the pressure of 250kg/$\textrm{cm}^2$, and the heat treating also at same temperature. The initial particle size of MgO measured by particle size analyzer was 0.86 microns. Densification rate obeyed the equation D=K lnt + C, and grain growth rate obeyed the equation G-G0=kt1/2. It was vaporization of some $Cr_2O_3$ and formation of solid solution that had an influence on desification of MgO containing $Cr_2O_3$. Activation energy for grain growth of pure MgO was 62.4 kcal/mole, therefore grain growth was supposed to be diffusioncontrolled process. But after heat treatmeat, excess additives were expected to slow down the grain growth by the formation of second phase or the solute atoms at grainboundary.

• 한국축산식품학회지
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• 제37권2호
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• pp.305-312
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• 2017

This study was conducted to establish the shelf-life of a milk beverage product supplemented with coffee extracts. Qualitative changes including peroxide value (PV), microorganism content, caffeine content, and sensory evaluation were measured periodically in beverages kept at 10, 20, and $30^{\circ}C$ for 8 wk. Lipid oxidation of the product was measured by peroxide value analysis, and apparent changes were observed during a 4 wk storage period. Caffeine analysis revealed that the changes in caffeine content were negligible during the storage period. Total aerobic bacteria, Escherichia coli, yeast, and mold were not detected in the products during an 8 wk storage period. Sensory evaluation revealed that after 4 wk of storage overall acceptance was less than 3 points on a 5-point scale. In this study, PV was used as an indicator of the shelf-life of the milk beverage product. PV analysis revealed that a value of 20 meq/kg was the end of the shelf-life using the Arrhenius equation and the accelerated shelf-life test (ASLT). Assuming that the beverages are kept at $4^{\circ}C$ during distribution, calculation of when the PV reached the quality limit point (20 meq/kg) was done with the equation ln(PV) = 0.3644X - 2.21834 and, using that equation, $PV=e^{0.3644X-2.21834}$ was calculated. Therefore, 14.3086 wk was determined to be the shelf-life of the milk beverage supplemented with coffee when stored at $4^{\circ}C$.

• Fisheries and Aquatic Sciences
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• 제1권2호
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• pp.242-249
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• 1998

The engineering aspect of water treatment processes in the recirculating aquaculture system was studied. To recycle the water in the aquaculture system, a wastewater treatment process was required to maintain high water quality for the growth and health of the cultured fish. In this study, three different biofilm processes were used to reduce the concentration of organic matters and ammonia from the recirculating water - two phase fluidized bed, three phase fluidized bed, and trickling filter. The objectives of this research were to evaluate the optimum treatment conditions of the biofilm processes for the recirculating aquaculture system, and thereby reduce the volume of biofilm processes, which are commonly used for the recycle water treatment processes for aquaculture. The result of this study showed that the removal efficiency of organic matters by trickling filter was found to be lower than that of the fluidized bed. In the trickling filter system, anthracite showed better organic removal efficiency than crushed stone as a media. In the two phase fluidized bed, the maximum removal efficiency of either organics or ammonia was obtained when both the packing rate of media was maintained to $40\%$ of total reactor depth excepting sediment zone and the bed expansion rate was maintained to $100\%$. When 100 tilapia (Oreochromis niloticus) of each average 200g was reared, the pollutant production rate was 0.07g $NH_4\;^+-N/kg$ fish/day and 0.06g P04-3-P/kg fish/day, and sludge production rate was 0.39 g SS/kg fish/day. In the two phase and three phase fluidized bed, the volume of water treatment tank could be calculated from an empirical equation by using the relationship between the influent COD to $NH_4\;^+-N$ ratio (C/N, -), media concentration (Cm, g/L), influent ammonia nitrogen concentration (Ni, mg/L), effluent ammonia nitrogen concentration (Ne, mg/L), bed expansion rate $(E,\;\%)$, and influent flowrate $(Q,\;m^3/hr)$. The empirical equation from this study is $$V_2\;=\;10^{3.1279}\;C/N^{3.5461}\;C_m\;^{-3.7473}\;N_i\;^{4.6477}\;E^{0.0326}\;N_e\;^{-0..8849}\;Q\;(Two\;Phase\;FB) V_3\;=\;10^{11.7507}\;C/N^{-1.2330}\;C_m\;^{-6.5715}\;N_i\;^{1.5091}\;N_e\;^{-1.8489}\;Q (Three\;Phase\;FB)$$

• 한국농공학회지
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• 제20권1호
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• pp.4575-4591
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• 1978

In order to investigate the effects of grain size distribution, cement content, and molding pressure on the strength and durability of soil-cement mixtures, a laboratory test of soil cement mixtures was performed at four levels of cement content, five levels of molding pressure, and four levels of normal curing periods. The results are summarized as follows: 1. Optimum moisture contents in loam soil and maximum dry density in sand soil increased with the increase of cement content, but in others, both optimum moisture contents and maximum dry density were changed ununiformly. 2. When the specimens were molded with molding pressure, 50kg/$\textrm{cm}^2$, strength of soil cement mixture with cement content, 2 and 4 per cent, was lower than the strength of soil cement mixture without cement content by more than 40 to 50 per cent. 3. The strength of soil-cement molded with molding pressure, 100kg/$\textrm{cm}^2$, was higher than the strength of soil-cement molded with M.D.D. obtained from standard compaction test more than 40 per cent in sand loam cement and 50 per cent in loamy cement. 4. There was highly significant positive correlation among molding pressure, cement content and unconfined compressive strentgh and so the following multiple regression equations were obtained. Loam: fc=1.9693C+0.197P-0.84 Sandy loam: fc=2.9065C+0.235P-0.77 5. When the specimens were molded with molding pressure, 20 to 100kg/$\textrm{cm}^2$, the regression equation between the 28-day and 7-day strenght was obtained as follows. Loam : q28=1.1050q7+7.59(r=0.9147) Sandy loam : q28=1.3905q7+3.17 (r=0.9801) 6. At the cement contents of above 50 per cent, the weight losses by freeeze-thaw test were negligible. At the cement content of below 8 per cent the weight losses were singnificantly high under low molding pressure and remarkably decreased with the increase of molding pressure up to 80kg/$\textrm{cm}^2$. 7. Resistance to damage from water and to absorption of water were not improved by molding pressure alone, but when the soil was mixtured with cement above 6 per cent, damage seldoms occurred and absorbed less than 5 per cent of water. 8. There was highly significant inverse-corelationship between the compressive strength of soil cement mixtures and their freeze-thaw loss as well as water absorption. By the regression equation methods, the relationships between them were expessed as followed fc=-7.3206Wa+115.6(r=0.9871) log fc=-0.0174L+1.59(r=0.7709) where fc=unconfined compressive stregth after 28-days curing. kg/$\textrm{cm}^2$ Wa=water absorption, % L : freeze-thaw loss rate, %

• 한국식품저장유통학회지
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• 제10권2호
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• pp.125-130
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• 2003

본 연구에서는 냉동처리한 김치의 동결에 따른 물리적 특성을 조사하고 적정 동결시간을 예측하기 위한 모델을 개발하였다. 김치의 동결 전후의 밀도를 부피에 대한 중량의 비로 산정한 결과 김치의 밀도는 1001.9$\pm$0.03 kg/㎥(동결전), 987.0$\pm$0.07 kg/㎥(동결후)이었고 김치의 체적팽창은 4.67%(-15$^{\circ}C$)이었다. 김치의 빙결점은 양념액에서 -2.5$^{\circ}C$, 고형분은 -4.$0^{\circ}C$로 측정되었다. 김치의 빙결율은 -5.$0^{\circ}C$일 때 약 50%이상, -1$0^{\circ}C$일 때 약 75% 이상, -$25^{\circ}C$일 때 약 90% 수준이었다 시료의 초기온도( $X_1$), 시료의 두께( $X_2$)와 시료의 초기빙결점에서 동결매체 온도사이의 차의 역수( $X_3$) 및 표면열전달계수의 역수( $X_4$)를 독립변수로 하고 동결시간(Y)을 종속변수로 설정하여 다중회귀 분석을 실시한 결과, $Y_{kimchi}$=3.856 $X_1$+13982.8 $X_2$+8305.166 $X_3$+ 3559.181 $X_4$-639.189($R^2$=0.9632)의 방정식을 구하였다. 이 식은 기존의 모델에 비해 측정치와 예측치가 비교적 유사한 것으로 나타났으며, 평균 절도오차도 10% 수준이었다.

• KCI Concrete Journal
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• 제12권1호
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• pp.113-120
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• 2000

This paper presents the behavior and strengthening effect of reinforced concrete rectangular beams strengthened using CFRP sheets with different strengthening level. In general, normally strengthened beams are failed by interfacial shear failure (delamination) within concrete, instead of by tensile failure of the CFRP sheets. The delamination occurred suddenly and the concrete cover cracked vertically by flexure was spalled off due to the release energy. The strengthened beams were stiffer than the control beam before and after reinforcement yielding. The ultimate load considerably increased with an increase of strengthening level, while the ultimate deflection significantly decreased. The tensile force of CFRP sheets and average shear stress of concrete at delamination failure were curvilinearly proportional to the strengthening level. Therefore, the increment of ultimate load obtained by strengthening was curvilinearly proportional to the strengthening level. The averaged horizontal shear stress of concrete at the interface ranges between (equation omitted) and (equation omitted) (in kg/$\textrm{cm}^2$) depending on strengthening level.

• 한국환경농학회지
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• 제22권1호
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• pp.47-52
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• 2003

들깻잎에서 pocymidone과 bifenthrin의 경우 안전사용기준인 약제살포 후 5일에 각각의 농도가 38.16, 1.77 mg/kg이지만 이는 살포 조건과 재배환경에 따른 농약의 초기부착농도가 높은데서 기인한 것이라고 예상되어진다. 앞에서의 결과들로 미루어 볼 때 일반적인 농약의 안전사용기준으로 농약을 처리한다면 최초살포 이후 재배기간에서 5일간 50% 이상이 분해되고 10일 후에는 90%이상이 분해된다. 또한 상온저장 중 $20{\sim}40%$가 분해되며 수돗물 세척에 의해서 만으로도 50%이상이 제거되므로 조리과정을 감안하지 않더라도 초기살포량의 약 90%는 분해 또는 제거되어 안전사용기준에 의거하여 사용한다면 두 약제 모두 MRL이하로 잔류하게 되어 별다른 문제가 없을 것으로 예상되어진다. 하지만 현행법상 수확시점에 그 잔류량을 조사하도록 되어 있으므로 깻잎의 경우 재배가 대부분 하우스에서 이루어짐을 감안한다면 두 약제모두 초기살포시 작물체로의 부착량이 많을 경우에 수확시점에서의 잔류량이 MRL을 상회할 가능성도 있음을 알 수 있었다. 따라서 이에 따른 약제 사용량의 축소나 저농도 약제의 사용, 살포일수의 조정 등에 관한 연구가 필요하다고 본다.

• 한국산학기술학회논문지
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• 제12권2호
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• pp.1013-1019
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• 2011

본 논문에서는 천연가스를 액화시키기 위해서 프로판, 에틸렌 및 메탄 냉매를 이용한 다단 캐스케이드 냉동사이클에 대한 전산모사를 PRO/II with PROVISION 8.3에 내장되어 있는 Peng-Robinson 상태방정식을 활용하여 수행하였다. 천연가스의 조성은 한국가스공사로부터 제공받은 것을 적용하였으며, 유량은 연간 500만톤으로 가정하였다. 프로판 냉매의 공급온도는 $-40^{\circ}C$로, 에틸렌 냉매의 공급온도는 $-95^{\circ}C$로 메탄 냉매의 공급온도는 $-155^{\circ}C$로 각각 정하였으며, 천연가스와 각각의 냉매의 최소 접근온도는 $3^{\circ}C$로 정하였다. 다단 냉동을 위한 프로판 냉동 사이클은 3단 냉동을 가정하였으며, 에틸렌 냉동 사이클은 2단 냉동을 그리고 메탄 냉동 사이클은 3단 냉동을 가정하였다. 메탄 냉매에 의해서 $-152^{\circ}C$까지 냉각된 천연가스는 줄-톰슨 팽창에 의해서 $-162^{\circ}C$까지 냉각되어 액화가 일어나도록 하였다. 결론적으로 캐스케이드 냉동 사이클과 줄-톰슨 팽창을 통한 천연가스의 액화율은 몰 비로 91.71%이며, 액화천연가스 1.0 kg/hr당 0.433 kW의 압축 일이 필요함을 알 수 있었다.

• 한국어류학회지
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• 제21권1호
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• pp.7-14
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• 2009

강도다리의 수온과 체중에 따른 대사 반응을 조사하기 위해 절식한 자어(습중량, $1.5{\pm}0.4g$, 540마리)와 대형어 ($37.4{\pm}2.3g$, 90마리)를 대상으로 여섯 가지 수온(4, 7, 10, 13, 16 그리고 $19^{\circ}C$)에 따라 유수식 형태의 호흡실을 이용하여 24시간 동안 5분 간격(3반복)으로 산소 소비율(oxygen consumption rate, OCR)을 측정하였다. 수온과 체중 그리고 두 인자의 상호작용 모두가 강도다리의 산소 소비율에 유의한 영향을 미쳤다(p<0.001). 수온 상승에 따라 강도다리 자어와 치어의 산소 소비율은 모두 유의적으로 증가하였다(p<0.001). 수온 4, 7, 10, 13, 16 그리고 $19^{\circ}C$에서의 시간당 평균 산소 소비율은 자어의 경우 각각 1386.0, 1601.7, 1741.0, 1799.2, 2239.1 그리고 $2520.3mg\;O_2\;kg\;fish^{-1}\;h^{-1}$이었고, 치어의 경우 각각 83.8, 111.4, 126.3, 147.1, 187.7 그리고 $221.3mg\;O_2\;kg\;fish^{-1}\;h^{-1}$이었다. 실험 수온 조건에서 체중 증가에 따라 산소 소비율은 유의하게 감소하였다(p<0.001). 강도다리의 산소 소비율에 미치는 수온(T)과 체중(W)의 상관관계는 OCR=1520.91+40.85T-49.22W ($r^2=0.95$, p<0.001)이었다. 대사 작용에 의한 에너지 손실은 수온 증가와 체중 감소에 따라 증가하였다(p<0.001). 수온 4, 7, 10, 13, 16 그리고 $19^{\circ}C$에서 일간 평균 에너지 손실은 자어의 경우 각각 907.9, 1046.5, 1141.6, 1177.0, 1467.3 그리고 $1650.1kJ\;kg\;fish^{-1}\;d^{-1}$이었고, 치어의 경우 각각 54.8, 73.0, 82.9, 96.2, 122.9 그리고 $144.6kJ\;kg\;fish^{-1}\;d^{-1}$이었다. $Q_{10}$ 값은 $4{\sim}7^{\circ}C$, $7{\sim}10^{\circ}C$, $10{\sim}13^{\circ}C$, $13{\sim}16^{\circ}C$ 그리고 $16{\sim}19^{\circ}C$ 구간에서 자어의 경우 각각 1.62, 1.32, 1.12, 2.07 그리고 1.48이었고, 치어의 경우 2.59, 1.52, 1.67, 2.25 그리고 1.73이었다.