• Nuclear Engineering and Technology
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• 제45권2호
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• pp.203-210
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• 2013

The objective of this conducted research is to study the iodine removal efficiency in a self-priming venturi scrubber for submerged and non-submerged operating conditions experimentally and theoretically. The alkaline solution is used as an absorbent, which is prepared by dissolving sodium hydroxide (NaOH) and sodium thiosulphate ($Na2S_2O_3$) in water to remove the gaseous iodine ($I_2$) from the gas. Iodine removal efficiency is examined at various gas flow rates and inlet concentrations of iodine for submerged and non-submerged operating conditions. In the non-submerged venturi scrubber, only the droplets take part in iodine removal efficiency. However, in a submerged venturi scrubber condition, the iodine gas is absorbed from gas to droplets inside the venturi scrubber and from bubbles to surrounding liquid at the outlet of a venturi scrubber. Experimentally, it is observed that the iodine removal efficiency is greater in the submerged venturi scrubber as compare to a non-submerged venturi scrubber condition. The highest iodine removal efficiency of $0.99{\pm}0.001$ has been achieved in a submerged self-priming venturi scrubber condition. A mathematical correlation is used to predict the theoretical iodine removal efficiency in submerged and non-submerged conditions, and it is compared against the experimental results. The Wilkinson et al. correlation is used to predict the bubble diameter theoretically whereas the Nukiyama and Tanasawa correlation is used for droplet diameter. The mass transfer coefficient for the gas phase is calculated from the Steinberger and Treybal correlation. The calculated results for a submerged venturi scrubber agree well with experimental results but underpredicts in the case of the non-submerged venturi scrubber.

• 한국환경과학회지
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• 제15권9호
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• pp.881-886
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• 2006

The purpose of this research is to examine the beach erosion prevention capability of submerged breakwaters under wave energy condition. To accomplish this objective, the computational domain was divided into two do-mains : the large and the detailed domain for the Song-Do beach. For each computational domain, numerical models for calculating transformation, wave induced current and beach erosion were used and also these numerical models were carefully applied to three experimental cases such as 1) the present beach condition, 2) the condition for which submerged breakwaters are installed about 240m from the shoreline of beach enlarged by artificial nourishments. The results of this research show that if storm waves attack the present beach, the erosion occurs widely all over the beach. However, when the submerged breakwaters are installed in addition to the artificial nourishments, storm waves can be adequately controlled and strong wave induced currents occur only around the submerged breakwaters resulting in the beach evolution appearing locally only at the western end of the beach.

• 한국막학회:학술대회논문집
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• 한국막학회 1998년도 제6회 하계 Workshop (98 한국막학회, 국립환경연구원 국제 Workshop, 수자원 보전과 막분리 공정)
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• pp.113-133
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• 1998

In activated sludge process, sludge settling condition is affected by organic loading rate or operation condition, and if settling condition is getting worse, it is common that overall process fails due to wash-out of biomass causing low concentration in the aeration tank. Also activated sludge process has such several problems as requiring large area, consuming a lot of power and producing large volume of sludge. Increased public concern over health and the environment combined with a strong desire to reduce capital, operating and maintenance costs, have created a need for innovative technologies for building new high quality effluents which vail meet 21st century crkeria. MBR(Membrane Bioreactor) process consists of a biological reactor and ultrafiltration(UF) membrane system that replaces the conventional clarifier of an activated sludge process. The main operating advantages of this system are that the quality of the effluent is independent of the settleability of the mixed liquor and that the effluent is free of suspended solids in any operating condition. It is possible to eliminate clarifier and to reduce the volume of aeration tank because it can afford to accumulate high biomass concentration in the bioreactor(20, 000~30, 000mg/L), which would not be possible in a conventional activated sludge process. Therefore, this process reduces overall treatment plant area. In addition to those advantages, Longer SRT condition enables higher sludge digestion in MBR process so the sludge volume produced is 50 to 70% lower than that of conventional activated sludge process There are two kinds of MBR process according to the allocations of membrane. One is cross flow type MBR of which module is located outside of the bioreactor and mixed liquor is driven into the membrane module. The other is submerged type MBR process of which module is submerged in the bioreactor and mixed liquor is generally sucked from the lumen side. addition to that the cake layer is often removed by the uplifting flow of bubbling air. A submerged MBR process is superior to a crossflow MBR in regard to the power consumption because suction pressure of a submerged MBR is generally lower than that of a crossflow MBR which has recirculation pump. A submerged MBR, therefore, has the potential to be applied to small wastewater treatment plants that need low cost treatment systems.

• 한국토양비료학회지
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• 제19권3호
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• pp.245-249
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• 1986

담수상태(湛水狀態)와 밭상태(狀態)의 토양조건(土壤條件)에 볏짚과 규산질비료(珪酸質肥料)를 시용시기별(施用時期別)로 처리(處理)한 후(後) 토양(土壤)에 이몰(理沒)하였다가 질내(窒內)에 채취(採取)하여 담수항온(湛水恒溫)하면서 탈질량(脫窒量)을 조사(調査)한 결과(結果)는 다음과 같다. 1. 볏짚과 규산질비료(珪酸質肥料)의 병용시 탈질량(脫窒量)은 항시담수구(恒時湛水區)보다 밭상태(狀態)로 유지(維持)하다 담수처리(湛水處理)한 구(區)에서 현저(顯著)히 증가(增加)되었다. 2. 볏짚 및 규산질비료(珪酸質肥料)의 시용시기별(施用時期別) 탈질량(脫窒量)은 이앙(移秧) 2주전(週前) 시용구(施用區)가 조춘(早春) 및 가을 시용구(施用區)보다 현저(顯著)한 증가량(增加量)을 보였다. 3. 질소(窒素) 1 mole 탈질(脫窒)시키는데 소요(消要)되는 탄소량(炭素量)은 항시담수구(恒時湛水區)가 밭상태(狀態)의 토양(土壤)보다 많았으며 볏짚과 규산질비료시용(珪酸質肥料施用)은 탄소(炭素)의 소모량(消耗量)은 감소(減少)시켰다. 4. 항온기간중(恒溫期間中) 무기태질소생성량(無機態窒素生成量) 및 초산화성율(硝酸化成率)은 항시담수구(恒時湛水區)보다 밭상태(狀態)의 토양(土壤)에서 현저(顯著)한 증가(增加)를 보였다.

• 한국토양비료학회지
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• 제29권3호
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• pp.243-248
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• 1996

잠재 산성황산염토양의 산화과정과 이 토양에서 유래된 잠재 산성황산염토양을 칼럼에 넣고 개량제 시용에 따른 토양특성의 변화에 대한 연구결과는 다음과 같다. 1. 잠재 산성황산염토양의 건조와 담수 조건에서 토양 pH변화는 시간의 경과에 따라 두 조건 모두 낮아지는 경향을 나타내었는데 그 낮아지는 폭이 건조조건에서 더 크게 나타났다. 2. Sulfate-sulfur의 함량은 건조조건에서 증가하였으나 담수상태에서는 점점 감소하는 경향이었으며 sulfide-sulfur의 함량은 담수조건이 더 높게 나타났다. 3. 2가 철의 함량은 시간의 지남에 따라 담수조건에서 함량이 더 높았고 건조조건에서는 서서이 감소하는 경향이었으며 치환성 알루미늄의 함량은 건조와 담수 두 조건에서 모두 증가하였다. 4. 컬럼을 이용한 모델실험에서 잠재 산성황산염토양에 농용석회, 암모니아수를 처리하여 중화시킨 후시간이 경과됨에 따라 대조구에 비하여 pH가 상승하였지만 그 효과가 크게 나타나지는 않았다. $Eh_6$는 암모니아수 처리가 제일 낮았으며 다음이 농용석회, 대조구의 순서였다. 5. 칼럼용출액 중의 sulfate-sulfur와 치환성 알루미늄의 함량은 시간이 경과함에 따라 모든 처리구에서 감소하는 경향이었고, sulfide-sulfur와 2가 철의 함량은 증가하는 경향이었다.

• 한국조명전기설비학회:학술대회논문집
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• 한국조명전기설비학회 2007년도 춘계학술대회 논문집
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• pp.265-270
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• 2007

The potential and step voltage distribution around low voltage joint-box cover were simulated with the variation of resistivity of water, depth of submerged water and point of leakage current. The potential distribution is very high gradient around low voltage joint-box, this condition is very dangerous states.

• 한국해양공학회지
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• 제26권2호
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• pp.68-78
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• 2012

This study proposes an improved 3-D model that includes a new non-reflected wave generation system for oblique incident and multi-directional random waves, which enables us to estimate the effect of the various wave-types on 3-D wave fields in a coastal area with permeable submerged breakwaters. Then, using the numerical results,the three-dimensional wave field characteristics around permeable submerged breakwaters are examined in cases of oblique incident and multi-directional random waves. Especially, the wave height, mean surface elevation and mean flow around the submerged breakwaters are discussed in relation to the variation of incident wave condition.

• KSBB Journal
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• 제13권5호
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• pp.547-553
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• 1998

For the efficient production of a new exo-polysaccharide from Ganoderma lucidum ASI 7004, the optimum conditions and methods in submerged cultivation were investigated with an airlift fermenter system. The optimum aeration rate was 2.5 Wm at the initial pH 5.0 and 28$^{\circ}C$. The increase of dissolved oxygen concentration by pure oxygen supply during cultivation did not improved the exo-polysaccaride production and the mycelial growth. The maximum exo-polysaccharide production and the mycelial growth under the optimum culture condition were obtained in media of glucose 60g/L, yeast extract 6g/L, (NH4)2HPO4 1g/L and KH2PO4 0.5g/L. Under these optimum medium and culture conditions, about 7.15g/L of exo-polysaccharide and 13.9g/L of mycelial growth were producted, respectively.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.1201-1212
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• 2010

In order to investigate on the effect of stabilization methods for rice paddies contaminated by heavy metals, a series of lab-scale model test was carried out by applying the characteristics of submerged Paddy soil. To perform the lab-scale model test, columns were made by acrylic with the dimension of diameter=10cm, thickness=0.5cm and were filled with soils which was contaminated were mixed with stabilization agents(lime stone 5% and steel refining slag 5% respectively). To manipulate the reduction condition, soils in the columns were submerged with distilled water. And then soil water and subsurface water in each column were sampled in the regular term and analysed the various physical and chemical properties.

• 전기학회논문지P
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• 제57권2호
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• pp.84-90
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• 2008

This paper describes the investigation into the actual condition of electrical equipments installation and management for establishing the countermeasures against the electric shock in submerged underground. The investigation was carried out for 27 underground premises in conurbation including Seoul, and potential of the exposed electrical equipments negatively affecting on human safety when disaster occurs was measured. The objects to which measurement was carried out were as follows; electrical source; advertising lighting; power equipment. As a result, it was confirmed that potentials more than 230[V] were induced in some equipments. In addition, the electrical equipments installed in most conventional underground premises were left unmanaged.