• 제목/요약/키워드: TANK_GS

검색결과 11건 처리시간 0.023초

지표수-지하수 상호흐름을 고려한 TANK_GS 모형의 개발 (Development of TANK_GS Model to Consider the Interaction between Surface Water and Groundwater)

  • 이우석;정은성;김상욱;이길성
    • 한국수자원학회논문집
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    • 제43권10호
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    • pp.893-909
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    • 2010
  • 지하수의 지속가능개발량을 산정하기 위해서는 유역 내에서 지하수 개발에 따라 시공간적으로 끊임없이 변화하는 하천과 대수층의 상호흐름을 포함한 물 순환계의 유동을 모의하여야 한다. 유역 단위의 지하수 함양 및 하천-대수층 상호흐름 특성을 모의하기 위한 강우-유출모형으로 탱크모형과 SWMM 모형을 선정하였다. 토양저류구조 표준3단 탱크모형을 하천과 대수층의 상호흐름을 모의할 수 있도록 개선하였다. 오차의 비등분산성을 고려하기 위한 분산함수를 가진 최우도추정법을 적용하고, 전역 최적화 기법인 Simulated Annealing 방법을 적용하여 탱크모형과 분산함수의 매개변수를 동시에 추정하였다. 하천-대수층 상호흐름을 개선한 SWMM-GE모형은 도시하천에 적용되어 검증을 받은바 있다. 금강의 지류인 갑천 유역에 하천-대수층 상호흐름을 개선한 탱크모형(TANK_GS)을 적용한 결과 개선 전 보다 모형성능평가가 더 나았으며, SWMM-GE 모형과 동일하게 지하수 함양 및 하천-대수층 상호흐름 현상을 잘 모의하고 있었다. 향후 권역 수자원 계획 등에 활용이 용이한 탱크모형(TANK_GS)을 이용하여 지하수의 지속가능 개발량 산정이 가능하다.

MLE공법과 황이용 탈질 프로세스의 전과정 탄소 배출량 평가 (Life Cycle Assessment of the Carbon Emissions of MLE process and Denitrification Process Using Granular Sulfur)

  • 문진영;황용우
    • 상하수도학회지
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    • 제26권5호
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    • pp.619-627
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    • 2012
  • In order to determine reduction of greenhouse gas emissions (GHGs) when the submerged membrane bioreactor with granular sulfur (MBR-GS) is used in wastewater treatment plant (WTP), the amount of GHGs was compared and analyzed in the advanced treatment process of P wastewater treatment plant (WTP). The amount of GHGs was estimated by classifying as construction and operation phase in WTP. The amount of GHGs in construction phase was evaluated from multiplying raw materials by using carbon emission factors. Also the amount of GHGs in operating phase was calculated by using total electricity consumption and carbon emission factor. The construction of anoxic tank and secondary settling tank is unnecessary, because the MBR-GS conducts simultaneously the nitrification and denitrification in aeration tank and filtration by hollow fiber membrane. The amount of $CO_2$, $CH_4$, and $N_2O$ emitted by constructing the MBR-GS was 6.44E+06 kg, 8.16E+03 kg and 1.38E+01 kg, respectively. The result shows that the GHGs was reduced about 47 % as compared with the construction in the MLE process. In operating the MBR-GS, the electricity is not required in the biological reactor and secondary setting tank. Thus, the amount of $CO_2$, $CH_4$, and $N_2O$ emitted by operating in the MBR-GS was 7.39E+05 kg/yr, 5.80E+02 kg/yr and 2.44E+00 kg/yr, respectively. The result shows that the GHGs were reduced about 37 % as compared with the operation in the MLE process. Also, $LCCO_2$(Life Cycle $CO_2$) was compared and analyzed between MLE process and MBR-GS. The amount of $LCCO_2 $emitted from the MLE process and MBR-GS was 3.56E+04 ton $CO_2$ and 2.12E+04 ton $CO_2$, respectively. The result shows that the GHGs in MBR-GS were reduced to about 40 % as compared in the MLE process during life cycle. As a result, sulfur-utilizing autotrophic denitrification process (SADP) is expected to be utilized as the cost-effective advanced treatment process, owing to not only high nitrogen removal efficiency but also the GHGs reduction in construction and operation stage.

믹서의 가동 수 및 각도 변화에 따른 유동형 지붕 탱크의 유동특성 (Flow Characteristics of Floating Roof Tank with Varying the Number of Operation and Angle)

  • 김노형
    • 한국유체기계학회 논문집
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    • 제18권3호
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    • pp.20-25
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    • 2015
  • In this study, there are 6 mixers that are installed in a 600,000 barrel tank. We identified internal flow characteristics of floating roof tank with varying the number of operation from 4 to 6 because mixer is a variable that influence flow characteristics of the tank. And while varying an angle from Right $60^{\circ}$, Right $30^{\circ}$, Left $30^{\circ}$ to Left $60^{\circ}$, we identified internal flow characteristics of the tank. As a result, maximum velocity of flow was 0.02m/s stationarily when we changed the number of operation from 4 to 6. Maximum velocity of flow by change of an angle was from 0.42m/s to 0.47m/s. Therefore, we identified that these factors don't have a great influence on internal flow characteristics of a tank by investigating results with varying the number of operation and an angle.

Antimicrobial Properties and Cytotoxicity of Sulfated (1,3)-β-D-Glucan from the Mycelium of the Mushroom Ganoderma lucidum

  • Wan-Mohtar, Wan Abd Al Qadr Imad;Young, Louise;Abbott, Grainne M.;Clements, Carol;Harvey, Linda M.;McNeil, Brian
    • Journal of Microbiology and Biotechnology
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    • 제26권6호
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    • pp.999-1010
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    • 2016
  • Ganoderma lucidum BCCM 31549 has a long established role for its therapeutic activities. In this context, much interest has focused on the possible functions of the (1,3)-β-D-glucan (G) produced by these cultures in a stirred-tank bioreactor and extracted from their underutilized mycelium. In the existing study, we report on the systematic production of G, and its sulfated derivative (GS). The aim of this study was to investigate G and its GS from G. lucidum in terms of their antibacterial properties and cytotoxicity spectrum against human prostate cells (PN2TA) and human caucasian histiocytic lymphoma cells (U937). 1H NMR for both G and GS compounds showed β-glycosidic linkages and structural similarities when compared with two standards (laminarin and fucoidan). The existence of characteristic absorptions at 1,170 and 867 cm-1 in the FTIR (Fourier Transform Infrared Spectroscopy) for GS demonstrated the successful sulfation of G. Only GS exhibited antimicrobial activity against a varied range of test bacteria of relevance to foodstuffs and human health. Moreover, both G and GS did not show any cytotoxic effects on PN2TA cells, thus helping demonstrate the safety of these polymers. Moreover, GS showed 40% antiproliferation against cancerous U937 cells at the low concentration (60 μg/ ml) applied in this study compared with G (10%). Together, this demonstrates that sulfation clearly improved the solubility and therapeutic activities of G. The water-soluble GS demonstrates the potential multifunctional effects of these materials in foodstuffs.

사각형 중간맨홀에서의 유사 퇴적 분석 및 산정식 제안 (Analysis and Suggestion of Estimation Equation for Sedimentation in Square Manholes with Straight Path)

  • 김정수;송주일;임창수;윤세의
    • 상하수도학회지
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    • 제26권2호
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    • pp.177-189
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    • 2012
  • Sediment load deposited in sewers and manholes reduces not only the capacity of pipes but also the efficiency of the whole sewer system. This causes the inundations of the low places and overflows at manholes, Moreover, sulfides and bad odor can occur due to deposited sediment with organic loads in manholes. Movements of sediment load in manholes are complicated depending on manhole size, location, inside structure, sediment load type, and time. Therefore, it is necessary to understand the movements of sediment load in manholes by experiments. In this study, experiments were implemented by a square manhole with straight path to measure deposited sedimentation quantity. The experimental apparatus was consisted of a high water tank, an upstream tank, test pipes, a sediment supplier, a manhole, and a downstream tank to measure the experimental discharge. The quantity of deposited sediment load was measured by different conditions, such as the inflow condition of sediment(continuous and certain period), the amount of inflow sediment, discharge, and the type of sediment. Jumoonjin sand(S=2.63, D50=0.55mm), general sand(GS, S=2.65, D50=1.83mm) and anthracite (S=1.45, D50=0.80mm) were employed for the experiment. The velocities in inflow pipe were 0.45 m/s, 0.67 m/s, and 0.9 m/s. Sediment load movement and sedimentation quantity in manhole were influenced by many factors such as velocity, shear stress, viscosity, amount of sediment, sediment size, and specific gravity. Suggested regression equations can estimated the quantity of deposited sediment in the straight path square manholes. The connoted equations that were evaluated through the experimental study have velocity range from 0.45 to 0.9m/sec. The study results illustrates that appropriation of design velocity ragne between 1.0 and 2.0m/sec could implement to maintain and manage manholes.

신재생 에너지 최적 활용을 위한 축열조 온도 예측 모델 연구 (A Study on the Thermal Prediction Model cf the Heat Storage Tank for the Optimal Use of Renewable Energy)

  • 오한별;장경민;오지영;이명배;박장우;조용윤;신창선
    • 스마트미디어저널
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    • 제12권10호
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    • pp.63-70
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    • 2023
  • 최근 스마트팜 에너지 비용 중 35% 낸난방비 에너지 소비가 증가되어 에너지 소비 효율화가 요구되며, 전기료 현실화에 대한 우려로 신재생 에너지 중요성이 증가하고 있다. 신재생 에너지는 수력, 풍력, 태양광 등에 속하며, 이중 태양광 에너지는 전기에너지로 변환하는 발전기술로, 이 기술은 에너지원이 환경에 미치는 영향이 적고, 유지 보수가 간편하다는 특징을 갖고 있다. 본 연구에서는 온실 축열조, 히트펌프 데이터 기반으로 축열조 영향을 많이 미치는 요소를 선정하고 축열조 공급 온도예측 모델을 개발하고자 한다. 시계열 데이터 분석 및 예측에 효과적인 LSTM(Long Short-Term Memory)과 다른 앙상블 학습 기법보다 뛰어난 XGBoost 모델을 이용하여 예측한다. 히트펌프 축열조 온도를 예측함으로써 에너지 소비를 최적화하여 시스템 운영을 최적화할 수 있다. 또한, 태양광 활용에 따른 냉난방비 절감 및 농가의 에너지 자립도 개선 등 스마트팜 에너지 통합 운영 시스템에 연계하고자 한다. 플랫폼을 통해 폐열 에너지의 공급을 관리하고 최대 난방부하 및 계절, 시간별 작물생장에 필요한 에너지값을 도출하여 이를 기반으로 최적 에너지 운용방안을 도출하고자 한다.

공기구동 이젝터를 이용한 ABB (Air Bubble Barrier)의 기포거동 특성 연구 (II): 기포거동 특성의 비교 분석 (A Study on Bubble Behavior Generated by an Air-driven Ejector for ABB (Air Bubble Barrier) (II): Comparison of Bubble Behavior with and without Ejector)

  • 서현덕;알리유 무사 알리유;김효근;김경천
    • 한국가시화정보학회지
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    • 제15권2호
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    • pp.59-67
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    • 2017
  • To verify floatability of ABB (Air bubble barrier), we compared bubble swarm behavior with and without the air-driven ejector. Experiment was conducted using the fabricated air-driven ejector with 5 mm nozzle on the bottom of 1 m3 water tank. Reynolds number of air in the nozzle was ranged 1766-13248. We analyzed data with statistical method using image processing, particle mage velocimetry (PIV) and proper orthogonal decomposition (POD) analysis. As a result of POD analysis, there was no significant eigenmode in bubbly flow generated from the ejector. It means that more complex turbulent flows were formed by the ejector, thereby (1) making bubbles finer, (2) promoting three-dimensional energy transfer between bubble and water, and (3) making evenly distributed velocity profile of water. It is concluded that the air-driven ejector could enhance the performance of ABB.

공기구동 이젝터를 이용한 ABB (Air Bubble Barrier)의 기포거동 특성 연구 (I): 영상처리 및 통계적분석방법 개발 (A Study on Bubble Behavior Generated by an Air-driven Ejector for ABB (Air Bubble Barrier) (I): Development of Image Processing Method and Statistical Analysis)

  • 서현덕;알리유 무사 알리유;김민균;김경천
    • 한국가시화정보학회지
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    • 제15권2호
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    • pp.48-58
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    • 2017
  • To analyze bubbles generated by an ABB (Air Bubble Barrier), we developed image processing procedure and statistical analysis method. Air was discharged from 5 mm nozzle as swarm form at the bottom of 1 m3 water tank. Flow rates of discharged air are ranged from 2 L/min to 20 L/min and these are corresponding to Reynolds number of 1766-17663. Rise velocity of bubble is extracted by using image process pretending intrusive method. Mean equivalent velocity was calculated using void fraction weighting factor. Bubble diameter is obtained and compared with correlations in the literature. Also, we present a correlation according to the result of this study. Mean velocity and mean diameter of bubbles increase with increasing gas Reynolds number. But these parameters show an asymptotic trend when they approach to high Reynolds number.

노즐 구경에 따른 초소수력 펠턴 터빈의 효율 및 성능 특성 (Performance Characteristics and Efficiencies of Micro-Hydro Pelton Turbine with Nozzle Diameter Variation)

  • 조인찬;박주훈;신유환;김광호;정진택;김동익
    • 한국유체기계학회 논문집
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    • 제18권3호
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    • pp.60-65
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    • 2015
  • This paper deals with performance characteristics and efficiencies of Pelton turbine can be applied as one of ERDs (Energy Recovery Devices) of PRO (Pressure Retarded Osmosis) system for desalination. The objective of this study is experimentally estimating the performance of micro-scale Pelton turbine for PRO pilot plant. Especially the performance characteristics with variations of jet nozzle diameter of Pelton turbine are discussed in detail. In order to do this, lab scale test rig of Pelton turbine was made for performance test, which includes water tank, Pelton wheel with buckets, jet nozzle and torque brake and so on. The parameter effects related on Pelton turbine's efficiency were investigated and discussed on the influence of the variations of load and speed ratio.

원심모형실험을 이용한 방추형 콘 네일링 시스템의 장기거동 특성 평가 (Evaluation of Long-Term Behaviors of the Cone Nailing System using Geotechnical Centrifuge Guidelines)

  • 박시삼;배우석;정우철;김홍택;김용규
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.744-751
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    • 2006
  • In case of the Soil Nail System applied to a slope, effects of vibrations from blasting, earthquake and creep of long term behaviors cause reductions of adhesion between grout and soil-nail. There are some reports of nail's pull-out failure by those reasons. In this paper it is suggested that the Cone Nailing System is enable to diminish effects of vibrations and creep. In this study on Cone Nailing System, the cones are installed to each nail by 2m. By such installing cones, the adhesion between nail and grout will increase and the long term creep behavior will decrease. In this study, the centrifuge test is performed to understand the behaviors of the Cone Nail System. For the centrifuge test, the soil tank is 52cm in width, 17cm in length and 35cm in height. In comparison with general soil nail, the centrifuge test of general soil nail(without cone) is performed equally. Additionally, the interface between cone nail and soil through the pull-out test is applied to FLAC 2D version 3.3. and the evaluation of application for the Cone Nail System in slope is performed.

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