• Proceedings of the Korea Water Resources Association Conference
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• 2018.05a
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• pp.462-462
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• 2018

국내 신규댐 건설에 있어, 침수토양의 용출에 의한 호내 수질영향에 대해서는 현재까지 정량화된 사례는 찾기 어려우며, 댐 담수 초기에 증가되는 오염원에 대한 정확한 조사자료의 부족으로 담수이후의 수질변화에 대한 정확한 예측이 어려운 실정이다. 따라서 외부 오염부하의 강우시 유입과 퇴적물로부터의 영양염용출 등의 내부 오염부하가 함께 고려된 수질예측기법의 적용이 필요하다. 수몰지 토양 및 호내로부터의 내부부하에 있어서는 퇴적물 내의 다량 존재하는 오염물이 재용출 되거나 퇴적물 내의 화학적 생물학적 반응이 하천 수질에 악영향을 미치게 된다. 대부분 수몰지토양에서 수층으로 용출되는 유기물의 양은 수층에서 퇴적물로 흡수 또는 침강 되는 것보다 많은 경우도 있으며, 오염된 수계에서는 내부 부하량이 과다할 경우 수질 개선을 어렵게 하는 요인이 되고 있다. 따라서 본 연구에서는 2016년 시험담수 예정지인 신규댐 수몰지를 대상으로 토양에 포함된 유기물이 자연상태에서 수체로 용출되는 특성을 분석하여 수질에 미치는 영향을 검토하고자 한다. 댐 수몰지의 토양 시료는 시험담수전 2016년 7월, 토지이용 유형별로 5개지점(논, 밭, 대지, 임야, 하천)에서 시료를 채집하여 총 36일간 용출실험을 실시하였으며, 수층내 용존산소 조건을 호기성 조건과 혐기성 조건으로 나누어 실험하였다. 수질분석은 COD, T-N, T-P, $PO_4-P$등 9개 항목에 대해 실험기간 중 13회 실시하였다. 토양별 점유면적 대비 일 용출량은(kg/day) COD 63 kg/day, T-N 93.6 kg/day, T-P 5.8 kg/day, $PO_4-P$ 4.6 kg/day 였으며, 수몰지 내 토지이용현황별 오염원 기여율은 임야, 밭, 하천, 논, 대지 순 이었다. 본 실험은 수몰지토양의 순수용출량만을 담수개시~36일간 측정한 결과로서 실제 저수지환경에서는 실험값보다 낮을 것으로 판단되며, 수중 수질환경 변화 및 퇴적물의 퇴적 등으로 인하여 원토양으로부터의 용출로 인한 수질에의 영향은 시간의 경과와 함께 변화 또는 감소될 것으로 예상된다. 따라서 본 실험결과는 담수초기의 영향으로 국한하여 해석하는 것이 바람직하며, 보다 장기적인 영향파악을 위해서는 담수 후의 퇴적물의 거동(퇴적현황) 파악 및 담수 후 퇴적물의 장기용출실험을 통한 용출량 검토가 필요하다.

• Korean Journal of Medicinal Crop Science
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• v.5 no.3
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• pp.169-176
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• 1997

Gibberellin (GA) has been widely used to break seed dormancy for better stand establishment. The experiment was done to clarify the effect of $GA_3$ (concentration; period) and light quality (red; white; dark) after sowing on seed germination and radicle elongation of Campanulaceae (Platycodon grandiflorum; Codonopsis lanceolata; C. pilosula) to get an information on their field emergence. The germination test was carried out with 12 hours irradiation for 9 days after priming treatment. In the darkness, the mean germination rate of all the species was decreased in the order to P. grandiflorum, C. lanceolata, C. pilosula. Their mean germination rates and radicle lengths were increased with increased concentration to 0.1mM of $GA_3$. Earlier germination rate was higher but later one was less in 4-day $GA_3$ treatment than in 1- or 2-day $GA_3$ treatment. Light treatment. especially red light given after $GA_3$ treatment. eliminated the $GA_3$ treatment effect. Red light done after $GA_3$ treatment nearly blocked the germination of P. grandiflorum and C. pilosula but delayed that of C. pilosula compared to the other light quality treatments having the similar rate. In addition. the radicle elongation of all three species affected by light quality treatment showed the same result as the germination rate.

• Fire Science and Engineering
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• v.27 no.3
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• pp.20-29
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• 2013

To investigate numerically the effects of geometry and location of vertical opening on the thermal and chemical fire characteristics in full-scale under-ventilated compartment fires, the ventilation factor ($A\sqrt{h}$) to estimate a theoretical maximum inflow of ambient air and the mass loss rate in a heptane pool fire were fixed for all cases. It was shown that variations in door geometry affected significantly the change in thermal and chemical characteristics inside the compartment. Variations in window location resulted in the complex change in additional fire characteristics including the fire duration time and recirculating flow structure. These results were analyzed in details by the multi-dimensional flow and fire characteristics including the vent flow and fuel/air mixing phenomena.

• KSBB Journal
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• v.15 no.5
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• pp.469-473
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• 2000

We studied the removal of toluene vapors in a lab-scale biofiter. Biofiltration was performed in a column fed in a downflow manner with contaminated air at ambient conditions. The column was packed with a mixture of peat and calstone(5:3 vol. Ratio), which was inoculated with microbes of selected stains(Pseudomonas putida type A). The microorganisms were immobilized on the filter media and biofilms were formed. The fiofilter was operated at various inlet toluene concentrations for days, and treated up to a maximum elimination capacity of $20 g/m^3hr$ at an inlet load of $30 g/m^3hr$, which corresponds to removal efficiencies in the range 20∼90% and a gas retention time of 1 to 2 min. The pressure drop was almost negligible over the biofilter columns, amounting to only $1.062 cmH_2O/m$ and appreciably smaller than other studies. The effects of operating conditions such as flow rate, inlet toluene concentration and moisture content on the performance of the biofilter were sequentially investigated.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2018.06a
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• pp.124-124
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• 2018

Polydopamine은 수중 접착력, 친환경 접착제, nanoparticle absorption 등 다양한 특성으로 많이 연구되고 있는 소재이다. 본 연구에서는 dopamine을 이용하여 수중 금속을 흡착시키는 thin film을 제작하였다. 종래의 Polydopamine coating 방법으로 wet coating 이 사용되고 있다. 하지만 wet 방식의 경우 시간이 오래 걸릴 뿐만 아니라 in-line, roll to roll 방식을 적용하는 것이 어렵기 때문에 생산적이지 않다. 이에 본 연구에서는 Atmospheric Pressure Plasma(APP)를 이용 하여 Polydopamine-like film을 coating 하였다. APP의 경우 vacuum system, solution tank가 필요 없고 in-line, roll to roll 방식을 적용 할 수 있기 때문에 더 경제적이고 생산적인 공정이다. 또한 기존의 Plasma polymerization 방법은 Plasma energy가 높기 때문에 source의 분자구조가 바뀌거나 atom 단위로 분해된다. source의 분자구조가 바뀌는 "Atomic polymerization", Neiswender-Rosskamp Mechanism이 적용되면 wet 방식 coating한 film과는 다른 특성을 갖게 된다. 하지만 APP polymerization은 Plasma energy가 vacuum plasma 보다 매우 낮기 때문에 stile polymerization mechanism을 구현 하는데 적합 하다. stile polymerization mechanism은 Plasma 내부에서 polymer source를 분해 성장 시켜서 Polymer film 얻는 것이 아닌 source의 분자구조가 깨지지 않으면서 polymer growing 시키는 방법이다. dopamine source의 분자구조를 최대한 유지하려고 하는 이유는 metal absorption과 같은 특성이 dopamine chemical structure에 영향을 받기 때문이다. 많은 논문들에서 dopamine의 catechol group이 metal absorption, adhesion force에 영향을 주는 주요 인자라고 주장하고 있기 때문이다. 그래서 본 논문에서는 Dopamine source의 형태를 보존하면서 Polymerization 하는 방법으로 APP process를 사용 하여 낮은 전압에서 Polydopamine-like film을 제작 하였다. APP system 의 Plasma 방전부 에 Dopamine source를 유입하기 위하여 본 논문에서는 Piezo Spray 방식을 사용 하였다. Dopamine을 evaporator 하는 것이 어렵고 chemical composition이 유사한 monomer를 사용해서 Plasma Polymerization으로 Dopamine 분자 구조를 재현하는 것도 어렵다. 그래서 본 연구에서는 Dopamine을 water에 immerse 하고 Dopamine solution을 mist 상태로 만들어서 Plasma discharge area에 유입하였다. 이러한 방법으로 만들어진 film은 Polydopamine film은 아니지만 Polydopamine film과 유사한 Chemical composition, chemical structure, metal absorption을 갖는 것을 FT-IR, SEM, XPS을 이용 하여 확인 하였다. Dopamine source의 보존에 대하여 명확하게 확인하기 위하여 FT-IR을 측정 하였다. 전압에 따른 Benzene ring, hydroxyl group의 비율을 확인 하였다. 낮은 전압으로 coating 된 Polydopamine-like film 일수록 hydroxyl group peak($3400{\sim}3000cm^{-1}$)과 비교하여 Benzene ring peak($1600{\sim}1580cm^{-1}$ and $1510{\sim}500cm^{-1}$)이 흡수를 더 많이 하는 것을 확인 할 수 있다. 이것은 Benzene ring이 파괴되지 않고 보존되는 것을 보여준다. Dopamine에서 Benzene ring은 absorption main factor인 catechol에 있는 chemical structure이다. 즉 Benzene ring peak이 높을수록 Catechol이 잘 보존 되었다는 의미 이다. Catechol의 보존은 absorption main factor가 보존 된다는 의미 이다. 이러한 Polydopamine-like film으로 As, Cr, Mg, Cu 200ppm solution에 대한 filtration 능력을 확인 하였다. As, Cr, Cu, Mg 의 제거율이 각각 약25%, 35%, 45%, 65%인 것을 확인 하였다. 이 수치는 시중에 판매되는 제품들과 비교했을 때 300%~500% 향상된 수치 이다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.20 no.6
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• pp.1147-1159
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• 2018

This study focuses on the verification of a rapid protection automation system using an inflatable structure. The inflatable structure is an automatic rapid protection system against human and material damage when the subsea tunnel is flooded. Especially, it is essential for construction and operation of subsea tunnels. In this study, we have experimentally verified the rapid protection automation system using the inflatable structure designed for this problem. In order to verify this, a model tunnel with a 40: 1 reduction ratio was constructed, and air pressure of 0.1 bar and 0.15 bar was injected to divide the tunnel according to the expansion rate at 10 sec and 20 sec. According to the results of the study, the protection efficiency was better at 0.15 bar than 0.1 bar when the expansion structure was expanded, and the protection efficiency and influent control efficiency were different according to the pneumatic injection time of the inflating structure. As a result of this study, it was found that the higher the internal air pressure of the inflated structure and the faster the inflation of rate, the more effectively the inflated structure was inflated. As a result of this study, it is necessary to further study the wedge type structure which is useful for the storage method of expansion structure, shape and expansion derivative, inhibition of expansion structure during protection and control of inflow water.

• Korean Journal of Environmental Biology
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• v.24 no.3
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• pp.248-257
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• 2006

Total naturalized plant species in the streams of Jeonju were listed as 109 taxa; 24 families, 75 genera, 106 species, 3 varieties. Dividing by stream, Jeonju stream has 75 taxa; 20 families, 55 genera, 73 species, 2 varieties. Samcheon stream has 86 taxa; 19 families, 64 genera, 84 species, 2 varieties. Soyang stream has 80 taxa; 21 families, 60 genera, 77 species, 3 varieties. Urbanization Index (UI) of total streams (109 taxa) was 40.2%. UI was 27.7% in Jeonju stream (75 taxa), 31.7% in Samcheon stream (86 taxa), 29.5% in Soyang stream (80 taxa). Dividing by degree of naturalization classification, 25 taxa (9.2%) were found in class 5, 17 taxa (6.2%) in class 4, 32 taxa (11.8%) in class 3, 27 taxa (9.9%) in class 2 and 8 taxa (2.9%) in class 1. Dividing by introduction period, 48 taxa (44%) aye in period I, 19 taxa (17%) in period II, 42 taxa (39%) in period III. Dividing by growth type, 48 taxa (44%) are annuals, 25 taxa (23%) are biennials, 33 taxa (30%) are perennials. Dividing by the place of origin, 39 taxa (35%) are from Euyope, 33 taxa (30%) from North America, 11 taxa (10%) from Tropic America, 9 taxa (8%) from Europe Asia,5 taxa (5%) from South America, 5 taxa (5%) from China.

• Journal of the Mineralogical Society of Korea
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• v.20 no.4
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• pp.277-287
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• 2007

To understand the effects of the powdered manganese nodule and sea bottom sediment pumped up with nodules on the mining process, the shattering ratio of manganese nodule and their physical properties are analyzed. The self shattering ratio and crushing shattering ratio are about 27% and about 3%, respectively. Then total shattering ratio is about 30%. The initial turbidity of the powdered manganese nodule and the bottom sediment show high, i.e., about 3,100 and 1,850 respectively. But their turbidities decrease rapidly with time. After 1 hour, turbidity of the powdered manganese nodule drops to about 1,570 and that of the bottom sediment to 1,310. The turbidity of Na-bentonite changes from 820 to 730 after 1 h and to 700 after 2 h. The viscosity of powdered manganese nodule is $1.4{\sim}1.5cP$, and the viscosity of bottom sediment is less than 1 cP. The viscosity fo Na-bentonite is initially 37.2 and increase with time to 86.4 cP after 30 min. The high initial turbidity of powdered manganese nodule is due to dark color of the powder. The high specific gravity makes rapid precipitation and then decreases the turbidity rapidly. The bottom sediment shows high initial turbidity because of easy suspension with very fine particle size. But it cannot be hydrated and formed gel in suspension, then it is easily precipitated. However Na-bentonite is hydrated to the expended state and makes gel state, then it shows high turbidity and high viscosity. These physical properties of the powdered manganese nodule suggest that the powder of manganese nodule should not make scaling inside of lifting pipe or pump. And the bottom sediment lifted up with manganese nodule should not play the role of drilling mud shch as Na-bentonite.

• Journal of the Korea institute for structural maintenance and inspection
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• v.23 no.7
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• pp.113-119
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• 2019

Concrete structures built on reclaimed land are combined with chemical erosion such as chlorine and sulfate ions from seawater. Chloride attack deteriorates the performance of the structure by corroding reinforcing bars. In addition, the waste water treatment structure has a problem that the concrete is deteriorated by the sulfate generated inside. Therefore, in this study, the characteristics and chemical resistance of low heat cement concrete used in wastewater treatment structures constructed on reclaimed land were evaluated. As a result of the experiment, the target slump and air content were satisfied under all the mixing conditions. The slump of low heat cement (LHC) concrete was higher than that of ordinary portland cement (OPC) concrete, while the air content of LHC concrete was smaller than that of OPC concrete with the same mix proportion. As a result of compressive strength test, OPC concrete showed higher strength at younger age compared to 28 days. In contrast, LHC concrete exhibited higher strength than OPC concrete at the age of 56 days. As a result of chlorine ion penetration tests, LHC-B concrete showed chlorine ion penetration resistance performance of the "very low" level at the age of 56 days. As a result of chemical resistance evaluation, when the LHC concrete is applied without epoxy treatment, chemical resistance is improved by about 18% compared to OPC concrete. In testing chemical resistance, the epoxy coated concrete exhibited less than 5% strength reduction when compared to sound concrete.

• 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.