• Title/Summary/Keyword: 에너지 유입비

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Efficiency Investigation of Vanishing Composting Machine Using Exhaust gas Recirculation system (배기가스순환시스템을 적용한 소멸 퇴비화장치의 효율검토)

  • Phae, Chae-Gun;Kim, Jong-Chan
    • Journal of the Korea Organic Resources Recycling Association
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    • v.7 no.2
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    • pp.93-104
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    • 1999
  • Existing composting system was improved to have a high performance for organic degradation, deodorization and energy reduction. Compared with conventional devices, this developed system uses the heat recovered from platinum catalytic tower by three times heat exchange in which 65% of exhaust gas was recirculated. Evaporation of water was made easy by maintaining negative pressure in entire system. It was possible for reaction to be maintained steadily by microorganism agent. The optimum mixing volume ratio of garbage to sawdust was 15:1 contrary to 20:1 in conventional one. Moreover, aerobic condition was maintained efficiently. Effects obtained by using a inner circulation system were as follows. It was possible to reduce the ammonia causing offensive odor and verified that consumption of electricity cut down to 1/3 with reduction of exhaust gas inflowing. According to this inner circulation, the optimum air flow was $0.44m^3$ to 100kg treatment capacity. The electricity consumption was changed in proportion to inflowing air volume.

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Pressure Recovery in a supersonic ejector of a high altitude testing chamber (초음속 이젝터의 압력회복에 관한 연구)

  • Omollo, Owino George;Kong, Chang-Duk
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2010.11a
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    • pp.833-837
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    • 2010
  • This study aims at finding an optimal exhaust diffuser design of a high altitude testing chamber for a low bypass turbofan engine (F404-402) with thrust pound force of 17,700 and air mass flow rate of 66kg/s ejecting at a speed of Mach 1.66. The final proposed ejector size has better pressure recovery characteristics and targets to reduce operational cost at engine performance testing. Conventional high altitude test chamber layout was adopted and first drawn in two dimensions using Autocad software so as to determine the gas path, the ejector frontal size was then determined from gas dynamics equations considering traditional gas ejection method where both the engine exhaust and cell cooling air are exhausted via the ejector. Modification to a smaller ejector with an alternative secondary cell cooling exhaust port was then performed and modelled in 3D using Solid Works software.

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A Determination of Discharge Head of the Cherepnov Water Lifter with Siphon (Siphon을 이용한 Cherepnov 送水機의 揚程 決定)

  • 이관수;이경훈
    • Water for future
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    • v.29 no.1
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    • pp.213-220
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    • 1996
  • This paper presents an experimental study on the discharge head of Cherepnov water lifter that was continuously operated with the aid of the siphon. The energy used by the Cherepnov water lifter is derived from the potential energy ofthe water itself. The lifter consists of three interconnected tanks and five pipes, one of which is open and two others are hermetically sealed. The effects of varying operating parameters such as the tank and pipe size, the ratio between head of discharge and drop height were analyzed. As a result, factors that can maximize the efficiency and increase the average delivery rate were indentified. When the ratio between head of discharge and drop height is about 0.5, the efficiency of Cherepnov water lifter is maximized. In order to design the efficient Cherepnov water lifter, the discharge head of the Cherepnov water lifter should be assigned to be twice as much as the drop height. The effect of tank size on the efficiency is less than 5%, while the effect of the pipe size is not negligible. The larger the pipe size is, the more the efficiency increases.

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Estimation of Head Loss Coefficients with Change of Invert Type in Four-Way Combining Manholes (4방향 합류맨홀 내부의 인버트 설치에 따른 손실계수 산정)

  • Ryu, Taek Hee;Kim, Jung Soo;Yoon, Sei Eui
    • Proceedings of the Korea Water Resources Association Conference
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    • 2016.05a
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    • pp.465-465
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    • 2016
  • 관거시설은 관거, 맨홀(manhole), 우수토실, 물받이, 연결관, 침투시설, 저류시설, 펌프장 등을 포함하는 시설들로 구성되어 있다. 여기서 맨홀은 배수시설의 유지와 관리를 위하여 일정거리마다 설치되고 있으며, 관거의 기점, 방향, 경사 및 관경이 변하는 곳, 단차가 발생하는 곳, 관거가 합류하는 곳에는 반드시 설치한다(환경부, 2011). 그러나 하수도시설기준(환경부, 2011)에서 합류맨홀의 설치에 관한 사항은 T형 합류맨홀에 관한 개략적인 표만 제시되어 있을 뿐, 4방향 합류맨홀에 대한 구체적인 설치 기준이 제시되어 있지 않은 실정이다. 또한 에너지 손실의 저감 및 배수능력을 증대시키기 위하여 맨홀내 설치되는 인버트는 미국의 형태 및 기준을 그대로 적용하고 있으므로 관거시설의 시설의 합리적인 설계기준을 제시하기 위하여 인버트가 설치된 4방향 합류맨홀에서의 흐름특성 및 수두 손실을 분석할 필요가 있다. 본 연구에서는 인버트가 설치된 4방향 합류맨홀 손실계수 산정 및 흐름특성을 분석하기 위하여 문헌조사 및 현장조사를 실시하여 수리실험 장치를 제작하였다. 실험에 사용된 맨홀은 하수도시설기준(환경부, 2011)의 표준 1호 맨홀을 1/5로 축소하였고, 인버트는 설치되지 않은 조건(CASE A), 반원형 인버트(CASE B), U형 인버트(CASE C)를 각각 실험하였으며, 실험유량으로 총 유출량 (Qout)은 $2{\sim}5{\ell}/sec$, 총 유출량에 대한 측면 유입량($Q_{Lat}$)의 비($Q_{Lat}/Q_{out}$)는 0~1 조건으로 변화시키면서 흐름특성 및 손실계수를 산정하였다. 실험결과 측면유량비가 증가함에 따라 CASE B와 CASE C는 CASE A보다 맨홀 내 수심이 약 3~7%정도 증가되는 경향을 나타내고 있었으며, 측면유량비의 증가에 따른 손실계수 산정 결과, CASE B는 CASE A 보다 약 30%정도 손실계수가 증가하였으며, CASE C는 CASE A보다 약 35%정도 손실계수가 증가하는 것으로 나타났다. 이는 기존에 사용되고 있는 인버트의 형상이 4방향 합류맨홀에서의 손실 저감 및 배수능력을 증대시키기 보다는 오히려 맨홀 내 통수능력을 저하시켜 4방향 합류맨홀에서의 배수능력을 저감시키는 것으로 분석되었다. 그러므로 기 사용되는 인버트의 개선이 필요하며 관거시설의 배수능력을 증대하기 위하여 지속적인 연구를 통한 개선된 인버트의 형상 제시가 필요할 것으로 판단된다.

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Environmental factors Affecting Distribution of Heterotrophic Bacteria and Chlorophyll a Content in The (마산만과 행암만 수층의 종속양양세균과 엽록소 a 함량 분포에 미치는 환경요인)

  • Sohn Jae-Hak;Ahn Tae-Young;Kim Sang -Jin
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.3 no.4
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    • pp.65-75
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    • 2000
  • The roles of environmental factors affecting on heterotrophic bacterial distribution at Hangam Bay and Masan Bay in which occurred frequently red tide, during June to November 1996 were investigated. The aquatic environment of Masan Bay and Haengam Bay showed difference in the contents of inorganic nutrients. Haengam Bay may be defined as nitrogen limited aquatic environment. On the other hand, Masan Bay appeared to the appropriate N/P molar ratio of mean 15.9 during the periods of study. By the results of simple regression, chlorophyll a showed significant correlation with precipitation (r=0.813, P<0.05) and phosphorus (r=0.846, P<0.05) at Haengam Bay, but not showed significant correlation with parameters at Masan Bay. The heterotrophic bacteria showed significant correlation with many environmental parameters at Masan Bay (Precipitation, r=0.990, P<0.01 : NO₃-N, r=0.901, P<0.05 : Dissolved inorganic nitrogen, r=0.899, P<0.05 ; N/P molar ratio, r=0.952, P<0.05 : Salinity, r: -0.934, P<0.05) than Haengam Bay (SiO₃-Si, r=0.960, P<0.01). By the results of multiple regression, the chlorophyll a was varied with only 2 factors in Masan Bay (R²=0.100) and 3 factor in Haengam Bay (R²=0.903). The major factor which affected to chlorophyll a was SiO₃-Si (R²%=67.8) in Masan Bay, and -N/P (R²%=37.6) in Haengam Bay. The heterotrophic bacteria were varied with 4 factors in Masan Bay (R²=100) and 2 factor in Haengam Bay (R²%=0.878). The major factor, which affected to heterotrophic bacteria, was SiO₃-Si (R²%=42.3) and salinity (R²%=32.1) in Masan Bay, and SiO₃-Si (R²%=76.3) in Haengam Bay. Resultingly, the influx of freshwater in Masan and Haengam Bay was enriched in inorganic nutrients, and plays an important role in the change of heteroterophic bacteria and chlorophyll a during early summer to autumn.

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An Experimental Study for Reduction of Energy losses at Surcharged Four-way Combining Square Manhole (과부하 4방향 사각형 합류맨홀에서의 에너지 손실 저감을 위한 실험 연구)

  • Kim, Jung Soo;Kim, Chae Rin;Yoon, Sei Eui
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.37 no.2
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    • pp.311-324
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    • 2017
  • Energy loss at manholes under surcharged flow is considered as one of the major causes of inundation in urban area. Therefore, it is necessary to analyze the flow characteristics to reduce the energy loss in the surcharged four-way combining manhole. In this study, hydraulic experimental apparatus was constructed considering the results of the present survey. Square manholes and pipe diameters were reduced to 1/5 by applying sewer facility standards. Numerical simulations were carried out with the Fluent 6.3 model to derive the invert condition which can reduce the energy loss in the surcharged four-way combining square manhole. The hydraulic experiments were carried out according to the various conditions of the lateral flow rate($Q_{lat}/Q_{out}$), discharge of outflow pipe (2.0, 3.0, 4.0, 4.8 l/sec), and invert shape (rectangle and square open conduit type). The crossed invert was not found to improve the drainage capacity of the surcharged four-way rectangular combining manhole. However, the improved rectangle open conduit type invert and square open conduit type invert were analyzed to improve the drainage capacity by reducing the head loss coefficients by about 8% and 28%, respectively. Therefore, in order to increase the drainage capacity of urban facilities, it is possible to install and use the improved invert proposed in this study.

고주파 스퍼터링법으로 증착한 ZnO 박막의 응력 형성

  • 곽상현;이재빈;김형준
    • Proceedings of the Korean Vacuum Society Conference
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    • 2000.02a
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    • pp.193-193
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    • 2000
  • 박막 내의 잔류 응력은 막의 기계적 전기적 물성을 변화시키는 등 박막에 많은 영향을 끼치는 것으로 알려져 있다. 이러한 응력은 박막의 증착 공정중 여러 가지 증착 조건에 의해서 변화하게 되는데, 특히 스퍼터링 시스템의 경우에는 증착 압력과 사용하는 가스, 인가되는 전력 등 기본적인 증착조건들에 상당한 영향을 받는다. 이러한 영향은 금속 박막의 경우 상당히 잘 알려져 있다. 또한 반도체 공정에서 금속화 과정중 금속 전극의 단락등을 막기 위해 많은 연구가 진행되어 왔다. 본 논문에서는 고주파 마그네트론 스퍼터링 시스템을 사용하여 산화 아연(ZnO)을 증착하고 여러 공정 변수들에 따른 응력의 변화를 관찰하였다. 실험에서 ZnO 타겟을 사용하였으며, 작동 가스로는 아르곤과 산소를 사용하였다. 증착한 박막들은 모두 압축 응력을 보였으며, 박막의 응력에 가장 큰 영향을 미치는 요소들은 압력, 산소와 아르곤의 비, 기판과 타겟과의 거리 등이었는데, 인가 전력에는 거의 영향을 받지 않았다. 일반적으로 스퍼터링 시스템에서의 압축응력은 atomic peening에 의해서 형성되는데, 박막을 두드리는 높은 에너지의 아르곤이나 산소의 유량과 에너지의 1/2승에 비례하는 것으로 알려져 있다. 그러나 본 시스템에서는 인가 전력을 높여도 응력이 증가하지 않았고, 타겟과의 거리를 줄이면 오히려 응력이 감소함을 보였다. 이는 박막의 응력이 peening 하는 입자의 에너지뿐만이 아니라 증착되는 물질의 증착 속도와도 밀접한 관련이 있음을 보여준다. 즉, 증착속도가 증가하면 peening하는 입자가 끼치는 응력의 효과가 반감되기 때문으로 수식을 통해 증명할 수 있었다.진탄화 처리시간을 변화시켰을 때 화합물층의 생성은 ${\gamma}$'상으로부터 시작되고 $\varepsilon$상은 즉시 ${\gamma}$'상을 소모하면서 생성되어 일정시간이 지난 후 $\varepsilon$상은 안정화되며 질소가스농도가 증가할수록 화합물 층내의 $\varepsilon$상분율은 역시 증가하였다. 한편 CH4 가스농도는 처리되는 강종에 따라 차이를 보이며 적정 CH4 가스농도를 초과시에는 $\varepsilon$상 생성은 억제되고 시멘타이트상이 생성되었다.e에서 발생된 질소 플라즈마를 구성하는 이온들의 종류와 그 구성비율을 연구하였다.여러 가지 응용으로의 가능성을 가지고 있다. 그 예로 plasma processing, plasma wave에 의한 입자 가속, 그리고 가스 레이저 활성 매질 발생 등이 있다. 특히 plasma processing의 경우 helicon plasma는 높은 밀도, 비교적 낮은 자기장, remote operation 등이 가능하다는 점에서 현재 연구가 활발히 진행되고 있다. 상업용으로도 PMT와 Lucas Signatone Corp.에 서 helicon source가 제작되었다. 또한 높은 해리율을 이용하여 저유전 물질인 SiOF의 증착에서 적용되고 있다. 이 외에도 다수의 연구결과들이 발표되었다. 잘 일치하였다.ecursor 분자들이 큰 에너지를 가지고 기판에 유입되어 치밀한 박막이 형성되었기 때문으로 사료된다.을수 있었다.보았다.다.다양한 기능을 가진 신소재 제조에 있다. 또한 경제적인

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A Study on Energy Saving Effect from Automatic Control of Air Flowrate and Estimation of Optimal DO Concentration in Oxic Reactor of Wastewater Treatment Plant (하수처리장의 포기조 최적 DO 농도 산정 및 공기송풍량 자동제어를 통한 에너지 절감 효과 도출)

  • Kim, Min Han;Ji, Seung Hee;Jang, Jung Hee
    • Journal of Energy Engineering
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    • v.23 no.2
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    • pp.49-56
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    • 2014
  • It is important to keep stable effluent water quality and minimize operation cost in biological wastewater treatment plant. However, the optimal operation is difficult because of the change of influent flow rate and concentrations, the nonlinear dynamics of microbiology growth rate and other environmental factors. Therefore, many wastewater treatment plants are operated for much more redundant oxygen or chemical dosing than the necessary. In this study, the optimal control scheme for dissolved oxygen (DO) is suggested to prevent over-aeration and the reduction of the electric cost in plant operation while maintaining the dissolved oxygen (DO) concentration for the metabolism of microorganisms in oxic reactor. For optimal control, The oxygen uptake rate (OUR) is realtime measured for the identification of influent characterization and the identification of microorganisms' oxygen requirement in oxic reactor. Optimal DO seT-Point needed for the microorganism is suggested based on real time measurement of oxygen uptake of microorganism and the control of air blower. Therefore, both stable effluent quality and minimization of electric cost are satisfied with a suggested optimal setpoint decision system by providing the necessary oxygen supply requirement to the microorganisms coping with the variations of influent loading.

A Full Scale Hydrodynamic Simulation of High Explosion Performance for Pyrotechnic Device (파이로테크닉 장치의 고폭 폭발성능 정밀 하이드로다이나믹 해석)

  • Kim, Bohoon;Yoh, Jai-ick
    • Journal of the Korea Society for Simulation
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    • v.28 no.2
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    • pp.1-14
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    • 2019
  • A full scale hydrodynamic simulation that requires an accurate reproduction of shock-induced detonation was conducted for design of an energetic component system. A detailed hydrodynamic analysis SW was developed to validate the reactive flow model for predicting the shock propagation in a train configuration and to quantify the shock sensitivity of the energetic materials. The pyrotechnic device is composed of four main components, namely a donor unit (HNS+HMX), a bulkhead (STS), an acceptor explosive (RDX), and a propellant (BPN) for gas generation. The pressurized gases generated from the burning propellant were purged into a 10 cc release chamber for study of the inherent oscillatory flow induced by the interferences between shock and rarefaction waves. The pressure fluctuations measured from experiment and calculation were investigated to further validate the peculiar peak at specific characteristic frequency (${\omega}_c=8.3kHz$). In this paper, a step-by-step numerical description of detonation of high explosive components, deflagration of propellant component, and deformation of metal component is given in order to facilitate the proper implementation of the outlined formulation into a shock physics code for a full scale hydrodynamic simulation of the energetic component system.

Variations in Ammonium Removal Rate with Tidal State in the Macrotidal Han River Estuary: Potential Role of Nitrification (한강기수역에서의 암모늄 제거율 변화 및 질산화의 잠재적 역할)

  • Hyun, Jung-Ho;Chung, Kyung-Ho;Park, Yong-Chul;Choi, Joong-Ki
    • The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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    • v.4 no.1
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    • pp.33-39
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    • 1999
  • In order to understand the importance of tidal action and $NH_4{^+}$ -nitrification in the removal of dissolved oxygen (DO) and $NH_4{^+}$, concentrations of DO, $NH_4{^+}$, $NO_2{^-}$ and $NO_3{^-}$ were measured with time for water samples collected at different tidal state in the eutrophic macrotidal Han River estuary. Field measurements indicated that most environmental parameters, except for the water temperature and DO concentration, were tightly controlled by the eutrophic freshwater runoff and large-scale tidal action. Dark incubation of the water sample at $25^{\circ}C$ showed that the removal rates of DO and $NH_4{^+}$ in high tide sample were 2.76 ${\mu}M\;O_2\;d^{-1}$ and 1.76 ${\mu}M\;N\;d^{-1}$ respectively, and increased to 5.66 ${\mu}M\;O_2\;d^{-1}$ and 3.36 ${\mu}M\;N\;d^{-1}$ respectively, in low tide sample. These changes indicated that microbial degradation and uptake of organic matter and inorganic nutrients were more active during low tide. $NH_4{^+}$-nitrification responsible for total DO removal in low tide (23.81%) and $NH_4{^+}$ turnover rates due to $NH_4{^+}$-nitrification in low tide (0.18 $d^{-1}$) were approximately 3.7 times and 3 times, respectively, higher than those in high tide. These results indicated that $NH_4{^+}$ -nitrifying bacteria introduced into the Han River estuary during low tide played a significant role in the removal of DO and $NH_4{^+}$. The decreasing removal rates in DO and $NH_4{^+}$ with the increasing tidal level seemed to be associated with the salinity impact on the halophobic freshwater $NH_4{^+}$-nitrifying bacteria. The results implied that anthropogenic $NH_4{^+}$ sources should be treated prior to the freshwater runoff into the estuary for the effective control of $NH_4{^+}$ in the Han River estuary. These results also suggest that parallel ecological studies on the chemoautotrophic nitrifying bacteria are essential for the elucidation of nitrogen cycles in the eutrophic Han River estuary.

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