• Journal of the Korean Society of Fisheries and Ocean Technology
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• v.24 no.4
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• pp.144-149
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• 1988

The purpose of this study is to find the light intensity which induced maximum gathering rate and to observe the variation of the gathering rate both in daytime and tat night by using Striped puffer, Fugu xanthopterus (Temminck et Schlegel). An experimental tank(360L$\times$50W$\times$55H cm) was set up in a dark room. An illumination system was attached to the end of one side of the tank to control horizontal light intensity. Eight artificial light sources were prepared by combination of three light bulbs (10W, 60W, 100W) and eight filters. During the experiment water depth was maintained 50 cm level in the tank. The tank was marked into six longitudinal sections each being 60cm long to observe the distribution of fish. The fish were acclimatized in dark condition for 50 minutes prior to the main experiment. Upon turning on the light, the number of fish in each section was counted 60 times every 30 seconds, and the gathering rate was obtained from the average number of fish in each section. The light intensity inducing maximum gathering rate was 298.56 lux (188.44-444.96 lux) at daytime and 298.56 lux (188.44-444.96 lux) at night. The variation of the gathering rate of fish in illumination time was increasing trend fluctuately and did not show any distinctive difference between day and night.

• Journal of Korean Society of Steel Construction
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• v.21 no.1
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• pp.1-14
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• 2009

Estimating appropriate construction cost at the design phase is judged with one important issue to the efficient security and the execution of budget. Therefore, in this paper, to build fundamental data of appropriate construction cost for steel box bridges, the existing calculated document such as the quantity, unit price document and detail items etc.. was analyzed and the basic specification of the bridges was investigated. Also, by estimating the relationship between predetermined cost and construction items on the bridges, the paper is intended to produce basic data for the calculation of appropriate construction cost in planning phase. From the result, it was calculated ratio of construction item in the total construction cost and unit cost. And then it was deduced effect factor of construction cost in steel box bridge.

• Korean Journal of Fisheries and Aquatic Sciences
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• v.19 no.6
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• pp.558-562
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• 1986

The purpose of this study is to find the light intensity which induces maximum gathering rate and to observe the variation of the gathering rate both in daytime and at night by using marbled sole, Limanda yokohamae (Gunther). An experimental tank ($360L{\times}50W{\times}55H\;cm$) was set up in a dark room. An illumination system was attached to the end of one side of the tank to control horizontal light intensity. Six artificial light sources were prepared by combination of two light bulbs (5W, 150W) and seven filters. During the experiment water depth was maintained 50 cm level in the tank. The tank was marked into six longitudinal sections each being 60 cm long to observe the distribution of fish. The fish were acclimatized in dark condition for 50 minutes prior to the main experiment. Upon turning on the light, the number of fish in each section was counted 40 times every 30 seconds, and the gathering rate was obtained from the average number of fish in each section. The light intensity inducing maximum gathering rate was 1.9 lux ($1.2{\sim}2.9\;lux$) in the daytime and 0.7 lux ($0.5{\sim}1.1\;lux$) at night. The variation of the gathering rate of fish in illumination time was small and comparatively fluctuated with stability.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 1998.11a
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• pp.60-63
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• 1998

본 연구에서는 유류 오염토양 복원을 위한 효율적인 세척공정을 구성하여 현장적용 가능성을 검토하였다. 토양세척공정은 co-current식 전세척장치와 counter -current식 세척조로 구성된다. 물이 주입되는 co-current식 전세척장치에서는 스크류 축의 회전력에 의한 토양 이송 및 스크류의 각 pitch 사이에 부착된 임펠러의 기계적 교반력에 의한 세척이 동시에 이루어진다. 전세척장치를 통과한 토양과 물은 세척조로 유입되어 세척용액과 반대방향으로 이동하게 된다. 세척조의 내벽에 부착된 나선형 웨어에 의해 적정 운전조건하에서 일정 크기를 기준으로 토양이 분리되며, 각 웨어 사이에 부착된 임펠러의 교반력에 의해 오염토양이 세척된다. 실험결과, 운전시 고려해야 할 주요 영향인자들은 전세척장치에서의 토양주입량은 1 kg/min, 진탕비는 1, 회전속도는 50 rpm에서 최대 세척효율(#4-, 83.6%)을 보였으며, 세척조에서는 토양.물 주입위치 15 cm, 회전속도 5 rpm, 경사각 6$^{\circ}$, 세척용액 주입유량이 0.8 L/min일 때 최대 세척효율인 97.9%(#4-)를 나타냈다.

• Proceedings of the Korea Water Resources Association Conference
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• 2018.05a
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• pp.226-226
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• 2018

고품질 농산물의 수요가 증가함에 농업인의 물관리에 대한 관심 또한 높아져 밭 관개용수에 대한 요구가 늘어나고 있는 실정이다. 밭관개용수 확보는 경제적인 작물로 작목 변환이 가능하고 1모작에서 3모작까지 가능하여 높은 생산성을 확보할 수 있다. 따라서 안정적인 용수 공급을 위해 밭 관개시설의 용수공급을 위한 적정용수 확보 방안 연구가 필요하다. 밭농업의 경우는 과거부터 대부분 지하수를 이용하는 구조로 지금까지 이어져 오고 있다. 밭관개용수 확보 방안을 제시하기 위해 지하수와 지표수의 현황 조사 결과 최근 지하수는 전국적으로 수위가 낮아지고 있으며, 특히 가뭄시 지하수위 저하에 따른 용수공급이 어려울 것으로 예상된다. 지표수는 저수지나 하천에서 취수하여 콘크리트 또는 토공수로를 통해 공급되는 특성상 부유물 유입이 많고 오염원에 쉽게 노출되어 있다. 따라서 양액관개, 점적관개 등 시설농업에 많이 사용되는 첨단농업기술을 접목한 용수장치에 적용하기에는 부적합하므로 이에 따른 대처가 필요하다. 수질오염이 심각한 지역은 간이 정수장 설치?운영을 필요하며 기존의 정수처리방법은 비용이 상당히 많이 소요되기 때문에 경쟁력이 떨어지므로 저비용의 시설용수공급시스템 개발이 요구된다. 본 연구에서는 밭지대 용수확보를 위한 방안으로 지표수를 이용한 저류조 공급을 제안하고 아울러 수질문제를 해결하기 위한 저류조에 여과장치를 통한 수질 개선 및 수온 유지를 통한 열선처리를 적용한 다기능 저류조를 개발을 연구하고자 한다.

• Journal of Animal Environmental Science
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• v.14 no.2
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• pp.105-112
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• 2008

This study was carried out to investigate evaporation rate of moisture per surface area and degradation rate of organic matter in full scale escalator reversing composting facility were analyzed to develope a computer program for the computation of an optimum volume of composting facility according to handling methods of swine farm, moisture levels of manure, degradation rate of organics and evaporation rate of moisture during composting. The obtained results can be followed as bellow; The temperature in full scale escalator reversing composting facility during composting reached $70^{\circ}C$ in 4 days and maintained until 11 days. Reduction rate of moisture and density was average 1.20% and 29.7%, respectively. Annual degradation rate of organic matter was 3.53%, showing lowest rate in winter as 3.23%. These seasonal degradation rate could be a factor to be considered for proper management and installation of composting facility. When computed with the amount of feces, urine, slurry and manure plus wastewater produced, the optimum volumes of composting facility for slurry and manure plus wastewater including each 95% moisture was $229m^3$ and $277m^3$, respectively, showing 21% ($48m^3$) difference.

• International Commerce and Information Review
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• v.13 no.1
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• pp.271-298
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• 2011

This paper seeks the proper and efficient operation of Korea's safeguard mechanism by examining the judicial interpretation and application of the safeguard measures under the WTO Safeguard Agreement. The judicial examination is focused on the terms of "unforeseen development" in GAIT XIX, "evaluation of all relevant factors", and "clear justification of measure" in Safeguard Agreement. Such an intensive examination. of the judicial interpretation is used for the comparative analysis of the Korea's domestic provisions to find out problems in operation and the interpretative and legislative responses to them. It is found that the Korea's adaptation of the Safeguard Agreement into the domestic provisions and the operation of such provisions in the practical field have generally been consistent with the WTO's basic principles and provisions. Korea's safeguard mechanisms should stably be operated for securing the proper protection of domestic industry under certain emerging circumstances. For such policy objective to be ensured, it is legislatively required to make additional provisions in line with the appellate body's consistent interpretations of the debating issues including the term of unforeseen development.

• Journal of Aquaculture
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• v.18 no.4
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• pp.280-286
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• 2005

Experiments were conducted to examine the differences in ammonia removal rates with the different filter media between sand and zeolite, the expanding rates between $50\%$ and $100\%$, the water temperatures between $15^{\circ}C$ and $25^{\circ}C$, and the ammonia loading rates between 2 mg/L and 5 mg/L in the seawater fluidized bed filters system (FBF). The 2.1 m high FBF (8.3 cm diameter) consisted of the clear acrylic for the upper half and a PVC pipe for the lower half, Sand and zeolite were used as the filter media in sizes of 0.5$\pm$0.1mm. Each biofilter contained 5.4 L of media. The ammonia removal rates of the biofilter were higher at the $25^{\circ}C$ water temperature than those of the biofilter at $15^{\circ}C$ water temperature, and higher at the $50\%$ expanding rate of filter media than those of the biofilter at $100\%$ expanding rate of filter media. Also, the ammonia removal rates of FBF were higher at 5 mg/L ammonia concentration than those of FBF at 2 mg/L ammonia concentration in rearing water. With these better conditions the ammonia removal rates of FBF per day are practically acceptable and ranged ken 80.6 to $210.6g/m^3$.

• Korean Journal of Construction Engineering and Management
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• v.6 no.6 s.28
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• pp.98-106
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• 2005

The construction cost index and the forecasting model of apartment house can be efficient for evaluating the validness of the fluctuating price, and for making guidelines for construction firms when calculating their profit. In this study the previous construction cost index of apartment house was improved, and the forecasting model based on X-12 ARIMA was developed. According to the result, during the last five years the construction cost, excluding labor expense, has risen approximately to 22.7%. And during next three years, additional 16.8% rise of construction cost is expected. Those quantitative results can be utilized for evaluating the apartment house's selling price in an indirection, and be helpful to understand the variation pattern of the price.

• Korean Journal of Plant Resources
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• v.13 no.2
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• pp.118-123
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• 2000

This study was conducted to determine the appropriate fertilization level for growing one year old rhizome of Atractylodes macrocephala KOIDZ. According to N and K amounts were increased, the growth of above-ground parts was decreased but P was increased at this time. Based on N-P-K levels, application of 8-9-3 kg/10a was the most effectiveness for the growth of above-ground part, and 8-3-3 kg/10a for that of underground part. It can be estimated that 6-4-6 kg/10a treatment based on N-P-K may be the optimum fertilization level to obtain the highest yield of Atractylodes macrocephala KOIDZ using one year old rhizome.