• Journal of Bio-Environment Control
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• v.13 no.3
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• pp.162-166
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• 2004

Air temperature variation along the length of the air duct in an air-heated plastic greenhouse was large, 13 ～ 15$^{\circ}C$ between the front and the rear side of a greenhouse. To reduce this temperature variation, a new PE-film air duct having a small duct inside a large duct (double duct) was developed. This double duct was consisted of an inner duct with air outlets at a 0.15 m interval and an outer duct with air outlets at a 2.5 m interval. Diameters of the air outlet holes were 7, 15, and 35 cm from the front to the end of the inner duct film, while identical 10 cm holes were used on the outer duct film. As a result, air temperature was $46^{\circ}C$ at the beginning side and $47^{\circ}C$ at the ending side, while the conventional single duct had $53^{\circ}C$ at the beginning point and $38^{\circ}C$ at the ending point with a variation of $15^{\circ}C$. Height of a cucumber crop grown in a greenhouse with the new double air duct system was 65.5 cm, 14% increase as compared to that in a greenhouse with a conventional air duct system. Total fruit yield per l0a greenhouse in a greenhouse with the new double air duct system was 4,616 kg, which was 17% greater than that in a greenhouse with a conventional air duct system. Amount of heating oil consumption during March 3 to April 24, 2002 was 3,233 L per l0a greenhouse with the new double air duct system, which was 13% less than that with a conventional air duct system.

• Proceedings of the Korean Vacuum Society Conference
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• 2010.02a
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• pp.269-269
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• 2010

현재 화석연료의 부족으로 인한 에너지 수급의 불균형, 자연환경의 파괴로 인해 대체에너지 개발이 절실히 요구되고 있다. 이러한 문제점을 극복하기 위한 방안으로 태양전지에 대한 관심이 높아지고 있다. 기존 결정형 실리콘 태양전지와 비교해 화합물 반도체를 기반으로 한 박막형 태양전지는 친환경적인 제품이면서 제조원가를 절감시킬 수 있고, 반영구적인 수명 및 값싼 기판을 활용할 수 있는 장점으로 인해 활발한 연구가 진행되고 있다. 본 실험에서는 Co-sputtering법으로 제작된 $CuInSe_2$(CIS)를 광활성층으로 한 박막형 태양전지에서 실온 ${\sim}550^{\circ}C$의 다양한 온도에서 후열 처리된 CIS 박막들의 전기적, 구조적, 광학적인 특성들을 분석하였다. 제작된 박막들 가운데 Hall Effect 측정결과 $550^{\circ}C$에서 후열 처리된 박막이 가장 높은 1.227E+22(/$cm^3$)의 캐리어 농도와 1.581(cm/$V{\cdot}s$)의 홀 이동도를 가지며, 3.092E-4(${\Omega}{\cdot}cm$)의 가장 낮은 비저항 값을 갖는 것으로 나타났다. EFM 측정결과 열처리 하지 않은 박막에 비해 후열처리된 CIS 박막의 전도성이 전체적으로 높아졌다. 특히, $550^{\circ}C$에서 후열 처리된 박막의 표면은 전체적으로 전기 전도성이 높은 결정립들이 골고루 분포하며 가장 높은 표면 포텐셜 에너지 값을 갖는 것으로 나타났다. 박막들의 구조적 특성을 분석하기 위해 SEM과 XRD를 측정한 결과, $350^{\circ}C$에서 후열 처리된 박막들은 열처리 되지 않은 박막과 비교해 표면형상 변화가 일어났으며, $550^{\circ}C$에서 후열 처리된 CIS 박막들은 $CuInSe_2$(112) 방향이 향상된 chalcopyrite-like 구조를 가지면서 박막 밀도가 높고 결정립의 크기가 증가된 것을 확인하였다. 이는 박막 성장시 기판온도의 상승으로 CIS 박막 내에서 셀레늄의 확산과 상호작용으로 3원 화합물이 재결정화되어 구조적인 특성향상에 기여하였기 때문이다. 결론적으로 본 연구는 CIS 광활성층에서 후열 처리의 효과들 뿐만아니라 박막 증착시 co-sputtering법을 이용함으로써 증착시간의 감소 및 대면적화와 대량생산으로도 적용 가능함을 제시하고자 한다.

• Journal of the Korean Ceramic Society
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• v.41 no.9
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• pp.677-683
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• 2004

Nd:LLM (Nd:LiLa(MoO$_4$)$_2$) single crystals for the laser host material were grown by the Czochralski method. The Nd:LLM grown single crystals cracked easily, and the reasons of cracks are generally related with phase transition, incongruent melting, chemical heterogeneity of composition, geometric thermal structures of imbalance and growth direction. We confirmed that phase transition is not observed by TG-DTA thermal analysis, and the XRD analysis revealed congruent melting in our products. It was confirmed that the volatilization of Li$_2$O composition is the important reason of chemical heterogeneity. The geometric thermal profile of the resistance furnace of our own design was controlled with a crucible height. Also, Nd:LLM crystal affected growth direction, and was the best quality in case of (101) growth direction. The distribution and effective distribution coefficient of Nd$^{3+}$ ion were accomplished by PIXE analysis.s.

• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.53-53
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• 2011

가뭄은 강수 부족 및 온도 상승에 따른 물 수지의 불균형으로, 그 특성상 점진적이고 홍수에 비해 피해규모가 광범위 하여 효율적인 대처방안을 마련하기가 어려운 특성을 가지고 있다. 현재 국내의 경우 가뭄관리를 위해 비구조적 대책 방안인 가뭄지수를 활용하여 해당 지역의 부족한 용수의 정도를 시 공간적으로 측정하고 크기와 강도에 대한 정량적 또는 정성적인 평가를 수행하고 있다. 그러나 대부분 강수 및 기온자료를 토대로 한 평가가 주를 이루고 있으며, 그나마 제공되는 지수들의 경우 가뭄을 나타내는 기준이 상이하여 사용자에게 많은 혼란을 가중시키고 있는 실정이다. 따라서 효율적인 가뭄관리를 위해서는 장주기 기상정보를 토대로 국가 또는 권역별 가뭄감시가 이루어져야하며, 기상 분만 아니라 지표와의 물 수지 해석이 반영된 수문정보(유량, 토양수분 등) 기반의 가뭄 정보가 생산되어야 할 것이다. 본 연구에서는 전지구 수문해석이 가능한 지표수문해석모형을 활용하여 남한에 대한 수문성분 기반의 가뭄평가를 수행하고자 한다. 우선 남한 전역에 대한 기상 및 지형 정보를 구축하고 지표수문해석모형에 적용하여 격자별 수문성분을 생산하였다. 수문성분은 가뭄평가에 필요한 정보로 전환되어야 하며, 본 연구에서는 빈도해석기법을 적용하여 가뭄에 대한 발생 빈도 및 규모를 정량화 하였다. 즉, 모형에서 산정된 수문정보로 부터 빈도해석을 수행하여 적정 확률분포형을 결정한 후, 해당기간에 대한 확률값을 산정하여 과거 대비 가뭄에 대한 여부를 판단하였다. 산정된 지수에 대한 평가를 위해 국내 과거 가뭄기록사례를 조사 및 기존 가뭄지수인 SPI 및 PDSI를 활용하였다. 평가 방법은 시계열 및 지역별 분석과 유역별 물수지 분석으로 구분되며, 주로 가뭄기간동안의 가뭄심도와 가뭄 발생 및 해갈에 따른 재현여부를 평가하였다. 평가 결과 가뭄발생 및 해갈시기 그리고 피해지역에 대한 표현에 있어 기록된 사항을 적절히 반영하는 것으로 나타났으며, 기존 가뭄지수 보다 가뭄 재현에 있어 비교적 신뢰성이 높은 것으로 확인되었다. 따라서 지표수문해석모형 기반의 가뭄평가의 경우 적용성이 우수한 것으로 판단되며, 이상의 연구결과는 향후 국내 및 동아시아 가뭄감시 전망에 있어 기초자료로 활용될 것이다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.41 no.5
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• pp.505-512
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• 2021

A 3D model was developed to calculate the UV intensity of a submerged-type UV disinfection reactor. Numerical experiments were conducted by inputting the design factors of an open channel-type disinfection reactor and a pipe-type disinfection reactor that were installed in an actual sewage treatment plant. The following data were obtained: The average UV intensity of the installed open channel-type reactor and pipe-type reactor was 7.87 mW/cm² and 13.09 mW/cm², respectively; the UV dose reflecting the UV irradiation time and taking into account attenuation effects such as mixing imbalance, lamp aging, temperature, and fouling, was expected to be 21.1 mJ/cm² and 24.8 mJ/cm², respectively, and these values are 5 % and 24 % higher than the target UV dose of 20 mJ/cm², respectively. By using the UV3D model, the optimal lamp position, which maximizes the average UV intensity without changing the size of the disinfection reactor or lamp output power, can be found. In this case, by only adjusting the lamp position, the average UV intensity can be increased by 0.9 % for the open channel-type and 0.5 % for the pipe-type, respectively. A better average UV intensity can be obtained by model simulation. By adjusting the horizontal and vertical ratio of the open channel-type reactor and by moving the lamp position, the average UV intensity can be increased by 7.4 % more than the present case.

• Proceedings of the KSEEG Conference
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• 2001.05b
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• pp.42-63
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• 2001

The detail survey on the Songsanri tomb site including the Muryong royal tomb was carried out during the period from May 1 , 1996 to April 30, 1997. A quantitative analysis was tried to find changes of tomb itself since the excavation. Main subjects of the survey are to find out the cause of infiltration of rain water and groundwater into the tomb and the tomb site, monitoring of the movement of tomb structure and safety, removal method of the algae inside the tomb, and air controlling system to solve high humidity condition and dew inside the tomb. For these purposes, detail survery inside and outside the tombs using a electronic distance meter and small airplane, monitoring of temperature and humidity, geophysical exploration including electrical resistivity, geomagnetic, gravity and georadar methods, drilling, measurement of physical and chemical properties of drill core and measurement of groundwater permeability were conducted. We found that the center of the subsurface tomb and the center of soil mound on ground are different 4.5 meter and 5 meter for the 5th tomb and 7th tomb, respectively. The fact has caused unequal stress on the tomb structure. In the 7th tomb (the Muryong royal tomb), 435 bricks were broken out of 6025 bricks in 1972, but 1072 bricks are broken in 1996. The break rate has been increased about 250% for just 24 years. The break rate increased about 290% in the 6th tomb. The situation in 1996 is the result for just 24 years while the situation in 1972 was the result for about 1450 years. Status of breaking of bircks represents that a severe problem is undergoing. The eastern wall of the Muryong royal tomb is moving toward inside the tomb with the rate of 2.95 mm/myr in rainy season and 1.52 mm/myr in dry season. The frontal wall shows biggest movement in the 7th tomb having a rate of 2.05 mm/myr toward the passage way. The 6th tomb shows biggest movement among the three tombs having the rate of 7.44mm/myr and 3.61mm/myr toward east for the high break rate of bricks in the 6th tomb. Georadar section of the shallow soil layer represents several faults in the top soil layer of the 5th tomb and 7th tomb. Raninwater flew through faults tnto the tomb and nearby ground and high water content in nearby ground resulted in low resistance and high humidity inside tombs. High humidity inside tomb made a good condition for algae living with high temperature and moderate light source. The 6th tomb is most severe situation and the 7th tomb is the second in terms of algae living. Artificial change of the tomb environment since the excavation, infiltration of rain water and groundwater into the tombsite and bad drainage system had resulted in dangerous status for the tomb structure. Main cause for many problems including breaking of bricks, movement of tomb walls and algae living is infiltration of rainwater and groundwater into the tomb site. Therefore, protection of the tomb site from high water content should be carried out at first. Waterproofing method includes a cover system over the tomvsith using geotextile, clay layer and geomembrane and a deep trench which is 2 meter down to the base of the 5th tomb at the north of the tomv site. Decrease and balancing of soil weight above the tomb are also needed for the sfety of tomb structures. For the algae living inside tombs, we recommend to spray K101 which developed in this study on the surface of wall and then, exposure to ultraviolet light sources for 24 hours. Air controlling system should be changed to a constant temperature and humidity system for the 6th tomb and the 7th tomb. It seems to much better to place the system at frontal room and to ciculate cold air inside tombs to solve dew problem. Above mentioned preservation methods are suggested to give least changes to tomb site and to solve the most fundmental problems. Repairing should be planned in order and some special cares are needed for the safety of tombs in reparing work. Finally, a monitoring system measuring tilting of tomb walls, water content, groundwater level, temperature and humidity is required to monitor and to evaluate the repairing work.