• 유기물자원화
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• 제4권1호
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• pp.13-21
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• 1996

고농도 황산염과 중금속을 함유한 피혁폐수를 처리하기 위하여, 반응조의 처리도, 황환원균과 메탄균 사이의 기질경쟁 및 크롬농도에 대한 메탄균의 활성을 평가하였다. COD는 $35^{\circ}C$의 반응조 온도에서 유기부하량 2.0 gCOD/l.day와 18시간의 수리학적 체류시간에서 70% 이상의 제거율을 얻을 수 있었다. 황환원균과 메탄균 사이의 기질경쟁에서 황환원균에 의해 이용된 COD는 운전초기 15%에서 실험종료시 43%까지 증가되었다. 이는 유기물 분해로부터 발생되는 대부분의 전자가 황환원균에 의해 이용되어 황산염 환원에 의한 황화물이 생성되므로 메탄균의 활성은 강력히 억제되었다. 전 실험기간 동안 크롬농도는 90% 이상 제거되었으며, 크롬농도의 높은 제거율에도 불구하고 반응조의 처리능력은 거의 감소되지 않았다. 이는 반응조내에서 제거된 3가 크롬이 미생물의 활성에 영향을 미치지 않은 점으로 볼 때 3가 크롬이 6가 크롬에 비해 미생물에 대한 독성영향이 심하지 않다고 볼 수 있다.

• 유기물자원화
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• 제26권2호
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• pp.53-63
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• 2018

가수분해반응에서 율속 단계가 되어 수리학적 체류시간이 길어지고 처리 효율이 떨어지며 불안정한 처리 및 대규모 소화조 크기에 문제가 발생한다. 따라서 처리효율을 높이기 위해서는 하수 슬러지를 방해하는 요소들에 대해 혐기성 소화를 최소화하기 위한 전처리가 필요하며, 본 연구에서는 폐수 처리공정에서 초음파 및 알칼리 처리를 이용한 하수 슬러지의 분해 및 전처리효과를 검토하였다. 초음파 및 알칼리 전처리를 사용한 폐활성슬러지에 대한 혐기성 생분해도 분석결과 지체기의 시간이 감소하는 동안 누적 메탄 생산 및 메탄 생성 속도가 증가하였다. 따라서 초음파 및 알칼리 전처리를 이용한 하수 슬러지의 전처리는 율속단계를 작용하는 가수분해단계에서 지체기를 포함한 반응 시간을 줄이고 메탄 생산 속도 및 최종 메탄 수율을 증가시켜 효과적으로 가속화할 수 있다.

• International Journal of Fluid Machinery and Systems
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• 제9권2호
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• pp.182-193
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• 2016

Introduction of intermittent electricity production systems like wind and solar power to electricity market together with the deregulation of electricity markets resulted in numerous start/stops, load variations and off-design operation of water turbines. Hydraulic turbines suffer from the varying loads exerted on their stationary and rotating parts during load variations since they are not designed for such operating conditions. Investigations on part load operation of single regulated turbines, i.e., Francis and propeller, proved the formation of a rotating vortex rope (RVR) in the draft tube. The RVR induces pressure pulsations in the axial and rotating directions called plunging and rotating modes, respectively. This results in oscillating forces with two different frequencies on the runner blades, bearings and other rotating parts of the turbine. This study investigates the effect of transient operations on the pressure fluctuations exerted on the runner and mechanism of the RVR formation/mitigation. Draft tube and runner blades of the Porjus U9 model, a Kaplan turbine, were equipped with pressure sensors for this purpose. The model was run in off-cam mode during different load variations. The results showed that the transients between the best efficiency point and the high load occurs in a smooth way. However, during transitions to the part load a RVR forms in the draft tube which induces high level of fluctuations with two frequencies on the runner; plunging and rotating mode. Formation of the RVR during the load rejections coincides with sudden pressure change on the runner while its mitigation occurs in a smooth way.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2003년도 추계학술대회 논문집
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• pp.213-219
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• 2003

As the 2-D hydraulic experimental results for the submerged rubble-mound structure, we have concerned with their stability/function characteristics of structures by the effects of wave force, scour/deposition at the toe and wave transmission ratio at the lee-side sea. And as to investigate the variation characteristics of wave transmission ratio which depended to a geometrical structure of the submerged breakwater profiles, the critical conditions for the depth of submergence and crest width obviously presented. In summary, there results lead us to the conclusions that the wave control capabilities of submerged breakwaters by the variation of the submergence depth is high about 4 time degrees at the efficiency than the that of crest width. The destruction of covering block at the crest generated at the region which located between maximum damage curve, it maximum damage/failure station from the toe of the structure were 0.2L. As the wave transmission coefficient and the slope of the structure increase, the damage/failure ratio and the maximum scour depth at the toe was extended, respectively. When maximum scour depth happened. The destruction of covering block which located at the toe generated at the front slope destruction. Finally, it was found from the results that the optimization of structure may be obtained by the efficiently decision of the submergence depth and crest width in the permissible range of wave transmission ratio.

• 한국해안해양공학회지
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• 제15권4호
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• pp.214-223
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• 2003

신뢰성 기법을 도입하여 경사식 해안 구조물에 발생하는 월파현상을 해석하였다. 월파와 관련된 많은 변수를 고려할 수 있을 뿐만 아니라 예측능력이 우수하다고 판단되는 경험식을 이용하여 신뢰함수가 유도되었다. 일반적으로 인정되는 범위내에서 설정된 확률변수의 통계적 특성과 분포함수를 이용하여 허용 월파량을 초과하는 파괴확률이 무차원 천단고의 함수로 산정되었다. 피복재의 종류와 구조물 전면의 경사에 따른 파괴확률의 차이도 해석되었다 또한 상치 콘크리트 전면에 거치된 피복재의 천단폭 변화에 대하여도 해석하였다. 마지막으로 각 확률변수의 불확실성에 따른 민감도 분석이 수행되었다. 월파와 관련된 제반 특성들이 잘 묘사되었을 뿐만 아니라 결정론적 설계법에서는 규명할 수 없는 허용 월파량을 초과하는 파괴확률들이 정량적으로 산정 되었다. 따라서 천단고를 결정할 때 확률적인 개념을 가미함으로서 설계의 효율성을 높일 수 있다.

• 대한기계학회논문집B
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• 제41권11호
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• pp.709-717
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• 2017

연구는 직렬 2단 Weis-Fogh형 수차모델을 제안하고, 이 수차모델의 유체역학적 특성을 개선 와법으로 수치계산한 것이다. 기본조건 및 각 날개의 움직임은 이전에 저자가 제안한 단단 수차모델에서와 같게 했다. 두 날개(NACA0010 airfoils) 및 양쪽 수로벽은 소스 및 볼텍스 판넬로 근사하였고, 자유볼텍스는 각 물체 표면 전체에서 도입하였다. 계산변수로는 앞날개와 뒷날개의 날개 축 사이의 거리 및 두 날개 운동의 위상차 즉 동위상과 역위상으로 했다. 각 경우에 대해 비정상 유동장 및 압력장 그리고 두 날개에 작용하는 힘의 계수 및 효율을 계산하였고, 이 수차모델의 유체역학적 특성을 논의하였다.

• 대한기계학회논문집B
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• 제41권3호
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• pp.191-197
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• 2017

본 연구는 Weis-Fogh형 수차모델의 비정상 유동장을 PIV를 이용해 가시화한 것이다. 실험은 비교적 효율이 높은 날개의 열림각 ${\alpha}=40^{\circ}$ 및 날개의 이동 속도에 대한 일정류의 속도비 U/V=1.5~2.5 범위 내에서 진행했다. 유동장은 각 실험 파라메터에 대해 열리는 과정, 병진운동의 과정 및 닫히는 과정으로 나누어 고찰되었으며, 그 결과를 요약하면 다음과 같다. 열리는 과정에서는 날개와 벽 사이에 유체가 흡입되며, 그 유입속도는 열림각이 클수록, 속도비가 클수록 증가했다. 병진운동의 과정에서 날개 압력면의 유체는 날개의 이동방향으로 움직였으며, 배면에서의 경계층의 두께는 속도비 2.0일 때 가장 작았다. 닫히는 과정에서는 날개와 벽 사이에서 유체가 분출되며, 그 분출속도는 열림각이 작을수록 증가했지만, 속도비와는 관계가 없었다.

• 한국환경복원기술학회지
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• 제6권6호
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• pp.49-55
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• 2003

Total phosphorous removal rate was examined of a subsurface-flow treatment wetland system which was constructed on floodplain in the down reach of the Kwangju Stream in Korea from May to June 2001. Its dimensions were 29 meter in length, 9 meter in width and 0.65 meter in depth. A bottom layer of 45 cm in depth was filled with crushed granite with about 15~30 mm in diameter and a middle layer of 10 cm in depth had pea pebbles with about 10 mm in diameter. An upper layer of 5 cm in depth contained course sand. Reeds(Phragmites australis) were transplanted on the surface of the system. They were dug out of natural wetlands and stems were cut at about 40 cm height from their bottom ends. Water of the Kwangju Stream flowed from a submerged dam into it via a pipe by gravity flow and treated effluent was funneled back into the Stream. The number of reed stems increased from 80 stems/$m^2$ in July 2001 to 136 stems/$m^2$ in September 2001. The hight of stems was 44.2 cm in July 2001 and 75.3 cm in September 2001. The establishment of reeds at early operating stage of the system was good. Volume and water quality of inflow and outflow were investigated from July 2001 through December 2001. The average inflow was 40 $m^3$/day and hydraulic detention time was about 1.5 days. The concentration of total phosphorous n influent and effluent was 0.83 and 0.33 mg/L, respectively. The removal rate of total phosphorous averaged about 60%. The removal efficiency was slightly higher, compared with that of subsurface-flow wetlands operating in North America, whose retention rate of total phosphorous was reported to be about 56%. The good abatement rate could be attributed to sedimentation of particle phosphorous in pores of the media and adsorption of phosphorous to the biofilm developed on the surface of them. Increase of standing density of reeds within a few years will develop root zones which may lead to increment in the phosphorous retention rate.

• 상하수도학회지
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• 제22권1호
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• pp.113-120
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• 2008

A large majority of clearwell must be modified with maintaining the present baffles since they were underground built with the material like concrete. Therefore it is unreasonable to apply the previous research in clearwell modification which is studied with the assumption that distance between baffles is constant. In this study, internal short-circuiting estimation method (ISEM), which has the advantage of being applied at any condition, is applied to evaluate modification of A clearwell and modify B and C clerwell which have unusual characteristics. After analyzing the hydraulic efficiency at current state, modifications, where baffles, intra basins and diffuser walls are additionally installed, are considered and evaluate using ISEM. And the effect of intra basin and diffuser wall on $T_{10}/T$ is estimated and application feasibility of ISEM is evaluated. The improvement of intra basins is almost same with that of baffles. Also, short-circuiting in effluent zone can be reduced with the same level of channel zone if intra basin is added in effluent zone. However, effect range is restricted to the next channel zone. Diffuser wall can obtain the lower ISI than minimum ISI of cases where baffles and intra basins are installed. Therefore, additional improvement of $T_{10}/T$ value can be expected after $T_{10}/T$ value converges maximum only using baffles

• 한국농공학회논문집
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• 제46권5호
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• pp.141-153
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• 2004

Wetland system is widely accepted as one of natural water purification systems around the world for nonpoint sources pollution control. Constructed wetlands have become a popular technology for treating contaminated surface and waste water. In this study, the field experiment to reduce nonpoint source pollution loadings from polluted stream waters using wetland system was performed from June 2002 to March 2004. Four wetlands were used and the size of each one was 0.8ha. Water of Dangjin stream flowing into Seokmun estuarine reservoir was pumped into wetlands. Inflow and hydraulic residence time of the system was 500 $m^3$/day∼1,500 $m^3$/day, 2∼5 days, respectively. After 2 year operation, plant-coverage of the wetlauds was about 70% from bare soil surface at initial stage . Average water quality of the influent was $BOD_5$ 4.17 mg/L, TSS 18.45 mg/L, T-N 4.32 mg/L, and T-P 0.30 mg/L. The average removal rate of $BOD_5$, TSS, T-N and T-P during the study period was 5.6%, 46.6%, 45.7%, and 54.8%, respectively. Organic ($BOD_5$) removal rate was low and the reason might be low influent concentration. Wetland removal rate of T-P was about 10% higher than T-N. Performance of the experimental system was compared with existing data base (NADB), and it was within the range of general system performance. Overall, the wetland system was found to be adequate for treating polluted water stream with stable removal efficiency even during the winter period. Most of the nonpoint source pollutions from watershed are transported by streams or ditches, and they could be controled by constructed wetland system before entering the lake or reservoir.