• Title/Summary/Keyword: Inflow rate

검색결과 521건 처리시간 0.028초

외국인 통근 특성에 따른 지역 유형별 비교 연구 (A Comparative Study on the Commuting Regional Type According to the Features of Foreigner Commuting)

  • 류주현
    • 대한지리학회지
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    • 제44권3호
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    • pp.339-354
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    • 2009
  • 외국인의 분포패턴에 대한 연구는 특정 입지에 집중 분포하는 경향과 직주일치하는 경향으로 인해 매우 단순하고 제한적이었으나, 점차 그들의 거주지가 확대되고 직주불일치 경향이 증가되고 있다. 본 연구에서는 직주일치경향을 보이는 외국인 통근자의 일반적이고 보편적인 통근 특성을 나타내는 지역과 직주불일치경향을 나타내는 예외적인 지역으로 분류하여 각 유형별 특성을 살펴보았다. 통근일반형은 역내통근율 비중이 높으며, 외국인노동자의 보편적 특성이 유사하게 나타나고 있다. 고용비율이 높은 통근유입형은 유출되는 통근자가 근거리 통행을 하는 반면 유입되는 통근자는 상대적으로 원거리 통행을 하며, 전문직 종사자의 비중이 높게 나타나고 있다. 고용비율이 낮은 통근유출형은 유출되는 통근자가 원거리 통행을 하는 반면 유입되는 통근자는 상대적으로 근거리 통행을 하고 있다.

CCHE2D모형을 이용한 보 상류에 퇴적된 토사의 배출 효과 분석 - 상주보와 구미보를 중심으로 - (Numerical Analysis of the Sediment Pass-Through from the Sangju Weir and the Gumi Weir by using CCHE2D)

  • 이경수;장창래;손광익;황만하
    • 한국물환경학회지
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    • 제29권6호
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    • pp.813-824
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    • 2013
  • In this study, sediment pass-through (SPT) from the Sangju Weir and Gumi Weir in the Nakdong River is analyzed numerically using CCHE2D. Sediment delivery is analyzed to predict the sediment discharge rate in the Sangju Weir and Gumi Weir. The sediment discharge from the Sanju Weir is 4,381 tons in the inflow of $3,857m^3/s$, which are 2 year frequency discharge, for 48 hours, and the sediment discharge is 2,766 tons in the inflow of $1,500m^3/s$. The maximum sediment delivery occurs in the immediate downstream of the weir. The sediment discharge from the Gumi Weir is 3,216 tons in the inflow of $5,400m^3/s$, which are 2 year frequency discharge, for 48 hours, and the sediment discharge is 73 tons in the inflow of $3,857m^3/s$. The maximum sediment delivery occurs in the weir. Therefore, the effectiveness of sediment delivery is high in the condition of the 2 year frequency discharge and the gate in the weirs fully are opened.

이설쌓기 둑높임 저수지의 연계 물수지 분석을 위한 DIROM 모형의 적용성 평가 (Application of DIROM Model for Water Balance Analysis of Consecutively Linked Reservoir System)

  • 이정은;최지은;황세운
    • 한국농공학회논문집
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    • 제66권5호
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    • pp.67-79
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    • 2024
  • Water balance analysis in heightened reservoirs, which have been raised to ensure a stable supply of irrigation water and secure water against floods and heavy rainfall, is essential for evaluating water supply capacity and reservoir maintenance. The consecutively linked reservoir system, which involves preserving the existing embankment while constructing a new one, affects the water balance between the existing and new reservoirs. This study aims to analyze the linked water balance between reservoirs in a consecutively linked reservoir system using the DIROM (Daily Irrigation Reservoir Operation Model) model. Surveys were conducted to investigate actual water use, and multiple water supply quantities were estimated based on these findings. Methods to supplement missing data and improve the limitations of simulated inflow were proposed and applied, and the performance of the daily storage simulation was evaluated. By supplementing the missing water use data, the NSE (Nash-Sutcliffe Efficiency) of the Sonhang reservoir storage rate simulation improved by approximately 30%. Additionally, result of using inflow coefficients significantly enhanced the simulation performance for the Sonhang2 and Sonhang reservoirs. This study confirms the necessity of incorporating appropriate inflow coefficients in reservoir design to overcome the model's tendency to overestimate inflow, highlighting the critical importance of quality control in observational data. The findings are expected to be useful for the design and analysis of future reservoir systems through embankment heightening.

Failure Prediction of Metal Oxide Varistor Using Nonlinear Surge Look-up Table Based on Experimental Data

  • Kim, Young Sun
    • Transactions on Electrical and Electronic Materials
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    • 제16권6호
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    • pp.317-322
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    • 2015
  • The metal oxide varistor (MOV) is a major component of the surge protection devices (SPDs) currently in use. The device is judged to be faulty when fatigue caused by the continuous inflow of lightning accumulates and reaches the damage limit. In many cases, induced lightning resulting from lightning strikes flows in to the device several times per second in succession. Therefore, the frequency or the rate at which the SPD is actually exposed to stress, called a surge, is outside the range of human perception. For this reason, the protective device should be replaced if it actually approaches the end of its life even though it is not faulty at present, currently no basis exists for making the judgment of remaining lifetime. Up to now, the life of an MOV has been predicted solely based on the number of inflow surges, irrespective of the magnitude of the surge current or the amount of energy that has flowed through the device. In this study, nonlinear data that shows the damage to an MOV depending on the count of surge and the amount of input current were collected through a high-voltage test. Then, a failure prediction algorithm was proposed by preparing a look-up table using the results of the test. The proposed method was experimentally verified using an impulse surge generator

소규모 개인하수처리시설의 MBR공정 적용에 관한 연구 (A Study on Process Improvement for Reduction of Pollution Loading Rate in Small Individual Sewage Plant)

  • 엄한기;최유현;주현종
    • 한국환경과학회지
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    • 제25권2호
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    • pp.323-329
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    • 2016
  • In this study, the applicability of MBR process was evaluated to improve processing of personal sewage treatment facilities of $50m^3/day$ or less. As result of the research, stable discharge water quality could be secured as result of the MBR effector operation according to rate of inflow and inflow load and treatment efficiency of 98% or higher was shown by the membrane filtering method operation for SS, $BOD_5$. it was found that high treatment efficiency of 99% or higher. It is judged that detention time can be designed until 6.9 hr when applying MBR process on personal sewage treatment facilities with high pollution load and that cutback of pollution load can be possible through this study. It was shown that MBR process application reduces an annual cost of 4,829,600 won based on the basic unit calculation results and solves burden of amount of borne by causers according to excess of discharge water quality standards.

활성탄 고정층에 대한 Tharonil의 흡착특성에 관한 연구 (Study on Adsoption Characteristics of Tharonil on Activated Carbon Fixed Bed)

  • 이종집;유용호
    • 한국안전학회지
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    • 제17권1호
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    • pp.54-60
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    • 2002
  • To obtain the breakthrough characteristics for the design of fixed bed adsorption plant, adsorption experiment on granular activated carbon was performed with tharonil in the fixed bed. The pore diffusivity and surface diffusivity of tharonil estimated by the concentration-time curve and adsorption isotherm were $D_s=2.825{\times}10^{-9}cm^2/s,\;D_p=1.26{\times}10^{-5}cm^2/s$, respectively. From comparison of the pore diffusivity and surface diffusivity, it was found that surface diffusion was controlling step for intrapaticle diffusion. The breakthrough curve predicted by constant pattern-linear driving force model were shown to agree with the experimental results. The surface diffusivity and film mass transfer coefficient had no effect on the theoretical breakthrough curve but the adsorption isotherm had fairly influence on it. Appearance time of breakthrough curve is faster with the increase flow rate and inflow concentration of liquid. The utility of granular activated carbon is enhanced with the increase of bed height and with the decrease of inflow rate.

판지공장 폐수 중 난분해성 유기물질이 동력학적 계수 및 생분해에 미치는 영향 (Effect of Recalcitrant Organics on Bio-kinetic Coeffcient and Biodegradable in Box-mill Wastewater)

  • 조용덕;이상화
    • 상하수도학회지
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    • 제20권3호
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    • pp.329-338
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    • 2006
  • The research aims to provide the basic data for practical applications by correlating the bio-kinetic coefficients with the load of recalcitrant organic matter in box-mill wastewater. The activated sludge process was employed to a Wastewater disposal plant in an industrial setting, increase of consequently leading to the organic load. The parameter values derived by Monod-kinetic analysis were as follows:specific substrate removal rate $K_{max}=0.17day^{-1}$, half saturation constants $K_s=60.37mg/l$, decay coefficient $K_d=0.142day^{-1}$, microbial yield coefficient y = 0.388mg/mg, and max specific growth rate ${\mu}_{max}=0.006day^{-1}$. In view of biodegradability, the $TCOD_{Mn}/TBOD_5$ ratios of inflow and outflow were 1.07 and 1.41, and the $SCOD_{Mn}/SBOD_5$ ratios of inflow and outflow were 1.10 and 1.50, respectively. The higher $TCOD_{Mn}/TBOD_5$ ratio of outflow indicated that metabolites of a microorganism have accumulated in the cells.

자동차용 냉각홴의 설계와 시스템 개선을 통한 저소음화 연구 (Design of Automotive Engine Cooling Fan and Study on Noise Reduction through Modification of System)

  • 김병주;강상규;김규영;이재영;이덕호;신동수
    • 한국소음진동공학회논문집
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    • 제14권11호
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    • pp.1107-1114
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    • 2004
  • Axial fans are widely used for automotive engine cooling device due to their ability to produce high flow rate to keep engine cool. At the same time, the noise generated by these fans causes one of the most serious problems. Especially, engine cooling fan noise in idle condition of a car is noticeable. Therefore. the high efficient and low-noise fan is seriously needed. When a new fan system is designed, system resistance and non-uniform inflow are the key factors to get the high performance and low noise fan system. In this study, aerodynamic and acoustic calculations are carried out on the automotive cooling fan and system. Effects of various design parameters are studied through the free wake analysis and experiments. Better performance and noise characteristic are obtained for the new design fan using the methodology. Furthermore through the modification of the fan system geometry parameters, the fan system produce more flow rate and become less noisy.

해중터널 내 돌발용수 급속차폐를 위한 팽창시스템 적용에 관한 연구 (A study on application of inflatable structure system for rapid blocking of sudden water in submerged floating tunnels)

  • 김연덕;황병현;김상환
    • 한국터널지하공간학회 논문집
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    • 제22권4호
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    • pp.469-484
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    • 2020
  • 본 논문은 해중터널에 돌발용수 발생 시 급속팽창구조체를 통한 차폐에 관한 연구이다. 현재 국내에는 터널 내 돌발용수에 대한 대책이 미비한 실정이다. 터널 내 방수로, 수문 등 유입수 처리 시설이 설비되어 있지만 많은 양의 해수 또는 지하수 유입에 대한 한계가 있으며, 수문의 경우 차단하는 시간이 느리기 때문에 피해를 최소화 할 수 없는 상황이다. 이에 따라 급속팽창구조체에 대한 차폐율 및 축 방향 이동거리에 대한 연구를 진행하였다. 축소모형 실험 결과를 통해 급속팽창구조체의 개수 및 내부 공압이 차폐율에 영향을 미치는 것을 확인하였다. 급속팽창구조체의 개수가 한 개에서 두개로 늘어남에 따라 차폐율이 약 35~40% 더 커지게 되었다. 또한 내부 공압이 0.2 bar에서 0.3 bar로 증가함에 따라 차폐율이 약 4% 더 커지는 것을 확인하였다. 실대형 실험을 통해 본 연구에서 확인된 결과를 검증하고 더욱 발전시킨다면 해저터널 또는 해중터널의 돌발용수에 있어 효과적인 방수대책으로 활용 가능할 것이라 판단된다.

옥수수 개체군의 일차생산성과 물질경제. 3. 건물생산과 인경제 (Primary Productivity and Matter Economy of a Maize Plant Population. III. Phosphorus Economy in Relation to Dry Matter Production)

  • Huque, M. Anwarul;Seung-Dal Song
    • Journal of Plant Biology
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    • 제24권1호
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    • pp.1-12
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    • 1981
  • 옥수수개체군의 생장기간중 생산구조의 발달과 건물생산과정에 따른 인의 동태, 즉 토양으로부터 흡수준, 동화율, 회전율, 수요공급의 수지 및 이용효율의 계절적 변화를 분석하였다. 인의 흡수율(최대 2.4mgPg$^{-1}$day$^{-1}$) 및 흡수효율(0.03)은 개체군의 상대생장률과 밀접한 상관을 보였고, 생육기간중 총 동화율은 3.41gPm$^{-2}$ 로서 월 최대 동화율은 2.99mgPg$^{-2}$ month$^{-1}$ (7월)였다. 한편 개체군의 인현존량의 변화는 최대치 1.4mgPg$^{-2}$ 였고, 최대 회전율은 178%를 나타내었다. 생육기간중 개체군의 각 기관별 인의 수요량은 엽 24.4%, 경 22.5%, 근 3.5% 및 종실 49.6% 였으며, 총 인요구량의 81.8%는 토양으로부터 흡수되였고 나머지 18.2%는 개체군내의 전류에 의해 공급되였다. 옥수수개체군의 인이용지수는 최대치가 6월에 1,091이며 평균지수는 655였다.

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