• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 춘계학술대회논문집E
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• pp.619-624
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• 2001

A performance test facility for turbopump inducer cavitation was developed and the inducer cavitation performance tests were performed. Major components of the performance test facility are driving unit, test section, piping, water tank, and data acquisition and control system. The maximum of testing capability of this facility are as follows: flow rate - 30kg/s; pressure - 13 bar; rotational speed 10,000rpm. This cavitation test facility is characterized by the booster pump installed at the outlet of the pump that extends the flow rate range, and by the pressure control system that makes the line pressure down to vapor pressure. The vacuum pump is used for removing the dissolved air in the water as well as the line pressure. Performance tests were carried out and preliminary data of test model inducer were obtained. The cavitation performance test and cavitation bubble flow visualization were also made. This facility is originally designed for turbopump inducer performance test and cavitation test. However it can be applied to the pump impeller performance test in the future with little modification.

• 콘크리트학회논문집
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• 제27권4호
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• pp.419-426
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• 2015

본 연구는 지하식 LNG 저장탱크의 시공에 앞서 연약지반의 개량을 위하여 현장 원위치의 흙과 시멘트, 벤토나이트 등을 사용하는 소일-시멘트 연속벽체를 효과적으로 시공하는 SMW 공법에 대한 배합설계 및 현장적용 사례를 실험적으로 규명하기 위한 것이다. 현장조건을 고려하여, 보통 포틀랜드 시멘트와 벤토나이트를 주재료로 선정하였고, 흙의 단위용적중량은 $1,833kg/m^3$을 적용하였으며, 이에 따른 물-시멘트비 4종류와 배합속도 3수준을 대상으로 블리딩 및 압축강도 실험을 실시하였다. 실험은 실내실험 및 현장적용 사례로 나누어 수행되었으며, 실험을 통하여 얻은 결론은 다음과 같다. (1) 물-시멘트비가 감소할수록, 배합속도(rpm)이 증가할수록, 블리딩량 및 블리딩율이 감소하는 것으로 나타났다. (2) 물-시멘트비 150% 이하에서 현장적용강도(1.5 MPa)를 만족하였으며, 현장 코아강도는 공시체 강도에 비해 8~23% 증가하였다. 따라서 적용현장 조건을 고려하여 단위시멘트량 $280kg/m^3$, 벤토나이트 $10kg/m^3$, 물-시멘트비 150%, 그리고 배합속도 90 rpm을 현장시공의 최적배합으로 제안하였으며, 현장적용 사례의 실험결과로부터 요구되는 성능을 만족하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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• pp.95-98
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• 1999

Recently, the use of the underwater concrete constructions with the antiwashout underwater concrete is increasing. In this study, we investigate the properties of pH, suspended solids, slump flow, box test, air contents of fresh antiwashout underwater concrete and the Unit weight, compressive strength of hardened antiwashout underwater concrete which Ground Granulated Blast Furnace Slag contents 0%, 10%, 20%, 30%, 50%, 60% at 7days and 28days age which is produced and cured in the water and sea water. As a result, Ground Granulated Blast Furnace Slag contents 30% was excellent.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1996년도 봄 학술발표회 논문집
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• pp.101-106
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• 1996

In this study, filling performance of concrete is investigated experimentally for the developmenmt of the concrete to be used in concrete filled steel tubular columns with inner diaphrams. Water-cement ratio with 3 levels, unit water contents with 5 levels, unit coarse aggregate contents with 5 levels, and slump flow with 3 levels are selected for test variables. For the estimation of the filling properties of the concrete, slump flow, V-type funnel time, U-type box height are measured and compared. A device which simulates the steel tubular column is designed and three kinds of concrete are tested with it. As the results, the filling performance is decreased with increasing coarse aggregate content. And, within the scope of this study, concretes with coarse aggregate content less than 880 kg/$\textrm{m}^3$ show good filling performance. To prevent excessive settlement of the concrete pumped into the steel tubular column, slump flow should be controlled within the limited range.

• 한국염색가공학회지
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• 제12권3호
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• pp.218-223
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• 2000

Color removal of dyeing wastewater is becoming more important due to intensive limitation on color unit of effluent water, so this study was to investigate an efficient color removal of dyeing wastewater. We found that bittern+iron chloride(II) inorganic coagulant developed by Kabool research center is much higher than any other inorganic coagulants for color removal. Optimum pH of this coagulant was 10.5 and removed more than 90% for color removal efficiency. The results showed that COD and color unit of effluent water was average 60mg/L and 200~250 units when continuous activated sludge test after coagulation with this coagulant has done. From the results of the experiments, the application of bittern+iron chloride(II) inorganic coagulant can save the operating cost of wastewater treatment plants.

• 교육시설 논문지
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• 제18권3호
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• pp.35-41
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• 2011

Performance of a small-capacity solar absorption cooling system was investigated experimentally. Ten sets of evacuative-tube solar-heat collectors and a 5 kW single-stage absorption cooler were combined to produce a hybrid cooling system. The performance of the cooling system was measured using a tim-coil unit installed in a small plastic storage. It was found from the test on a sunny day of May that when the temperature of the hot water supplied from the solar collectors to the generator of the absorption cooler reached $60^{\circ}C$, the absorption cooler started cooling and the cold water temperature measured from the fan-coil unit reached $18^{\circ}C$. The COP, which is defined as the ratio of the cooling power to the total electrical power input was higher than 1.0.

• 한국태양에너지학회 논문집
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• 제35권5호
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• pp.49-56
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• 2015

In this study a hybrid heating system based on geothermal source and solar heat was developed in order to save energy for greenhouse heating and its field performance was evaluated. Developed system are composed of following parts: water tank, heat exchanger, heat pump, fan coil unit and heat storage unit. The working performance test was carried out in a greenhouse cultivating oriental orchids being managed by $23^{\circ}C$. Field performance test results showed that average heating coefficient of performance ($COP_h$) was 3.4 for the period from mid-January to mid-March 2013. Heating coefficient of performance ($COP_h$) of developed hybrid heat pump system was more sensitive to water tank temperature than outside air temperature. This study showed that developed hybrid heat pump system has a potential to save the heating costs up to 91% compared to conventional agricultural oil heaters.

• 한국농공학회논문집
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• 제50권5호
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• pp.39-50
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• 2008

This study are decided the mix proportion method of latex modified concrete for agricultural concrete structures from the results of workability and strength test with mix proportion factor. For mix proportion factor, this study are selected the water-cement ratio, unit cement amount and latex content. Also, this study were performed the slump, compressive strength test and microstructure analysis using the scanning electron microscope(SEM). The strength and slump of LMC are dependent with unit cement amount, latex content, and water-cement ratio. Especially, the strength of LMC are not controlled by single mix proportion factor but effected by combined mix proportion factor. Microstructure investigation are showed the LMC are reduced the internal pore volume and enhanced the transition zone between cement paste and aggregate interface. This effect get by consist of latex films in the concrete. Also, this study were recommended the mix proportion method for LMC. These mix proportions method are estimated the mix design for satisfied the target performance which are applied the agricultural concrete structure.

• 콘크리트학회논문집
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• 제20권3호
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• pp.375-381
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• 2008

레미콘 제조오차에 의한 콘크리트내의 물의 수량이 증가하면 내구성저하 등의 다양한 문제점을 야기하게 된다. 이러한 이유로 여러 방법들 중에 단위수량의 신속측정법인 정전용량법, 고주파가열법, 단위용적질량법을 이용하여 단위수량의 변동을 관리하고 있으며, 특히 일본의 경우에는 단위수량 변동 ($\pm$ 10, 15, 20 kg/$m^3$ 등)에 대한 관리지침을 규정하여 관리하고 있다. 그러나 일본에서 규정하고 있는 각종 지침들이 내구성 저하도를 고려하지 않은 상태에서 제조오차와 측정오차를 확률적으로 고려한 불확도 개념에서 합부판정 기준을 정하고 있는 실정이다. 이에 본 논문에서는 불확도 개념뿐만 아니라 실제 수량 산포에 따라 내구성 저하에 미치는 영향을 검토하고자 수량을 추가로 첨가하여 동결융해, 중성화, 염해를 중심으로 내구성 저하도를 측정하였다. 이상의 실험 결과 일반강도 범위 내에서 15 kg/$m^3$ 이상의 수량이 추가로 첨가 되었을 경우 콘크리트의 성능 저하 효과가 크기 때문에 설계된 내구 성능의 적정 수준 이상을 유지하기 위해서는 배합 설계된 단위수량에 대한 품질관리에 유의할 필요가 있다.

• 대한기계학회논문집B
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• 제32권8호
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• pp.629-635
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• 2008

Recently, microturbines have received attention as a small-scale distributed power generator. Since the exhaust gas carries all of the heat release, the microturbine CHP (combined heat and power) system is relatively compact and easy to maintain. Generating hot water or steam is usual method of heat recovery from the microturbine. In this work, a heat recovery unit producing hot water was installed at the exhaust side of a 30 kW class microturbine and its performance characteristics following microturbine power variation was investigated. Heat recovery performance has been compared for different operating conditions such as constant hot water temperature and constant water flow rate. In particular, the influence of water flow rate and hot water temperature on the recovered heat was analyzed.