• 제목/요약/키워드: total discharge

검색결과 1,204건 처리시간 0.028초

추계학적 비선형 모형을 이용한 달천의 실시간 수질예측 (Real Time Water Quality Forecasting at Dalchun Using Nonlinear Stochastic Model)

  • 연인성;조용진;김건흥
    • 상하수도학회지
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    • 제19권6호
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    • pp.738-748
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    • 2005
  • Considering pollution source is transferred by discharge, it is very important to analyze the correlation between discharge and water quality. And temperature also influent to the water quality. In this paper, it is used water quality data that was measured DO (Dissolved Oxygen), TOC (Total Organic Carbon), TN (Total Nitrogen), TP (Total Phosphorus) at Dalchun real time monitoring stations in Namhan river. These characteristics were analyzed with the water quality of rainy and nonrainy periods. Input data of the water quality forecasting models that they were constructed by neural network and neuro-fuzzy was chosen as the reasonable data, and water quality forecasting models were applied. LMNN (Levenberg-Marquardt Neural Network), MDNN (MoDular Neural Network), and ANFIS (Adaptive Neuro-Fuzzy Inference System) models have achieved the highest overall accuracy of TOC data. LMNN and MDNN model which are applied for DO, TN, TP forecasting shows better results than ANFIS. MDNN model shows the lowest estimation error when using daily time, which is qualitative data trained with quantitative data. If some data has periodical properties, it seems effective using qualitative data to forecast.

우리나라 오염총량관리제도의 개선 및 적용: 1. 안양천 유역의 오염부하량 산정 (Improvement and Application of Total Maximum Daily Load Management System of Korea: 1. Calculation of Total Amount of Pollutant Load in the Anyangcheon Watershed)

  • 김경태;정은성;김상욱;이길성;성진영
    • 한국물환경학회지
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    • 제25권6호
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    • pp.972-978
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    • 2009
  • This study modifies the present total maximum daily load (TMDL) system of Ministry of Environment and applies to the Anyangcheon watershed. Hydrologic Simulation Program-FORTRAN (HSPF) model is used to simulate both runoff and non-point source pollution, simultaneously, instead of QUAL2E. The drought flow (355th daily flow) is proposed for the target water quantity since it is easier to satisfy low flow (275th daily flow) for the target water quality than drought flow. The increase of discharge is more than the increase of pollutant load except for the period under low flow. The measured unit loads for non-point source are used to consider the regional runoff characteristics. The measured water quantity and quality data are used since the ministry of environment supports only water quality. This analysis results show some reasons for the improvement of the present TMDL system of Korea.

투수성 포장도로 도입을 통한 보광배수유역 유출량 저감효과 검토 (Effects of porous pavement on runoff reduction in Boguang subcatchment)

  • 정지윤;이건영;류재나;오재일
    • 상하수도학회지
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    • 제27권2호
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    • pp.251-259
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    • 2013
  • Among various Green Infrastructure measures for urban stormwater management, effects of porous pavement were quantitatively examined in terms of hydrological cycle. Different scenarios for porous pavement were introduced on a SWMM model and the effects were compared and analysed using discharge hydrographs. Two types of pavements having different runoff coefficients (0.05 & 0.5) were introduced to cover different ratio of entire road areas (100 %, 77.5 % and 40.4 %) and these made up in total 6 different scenarios. Total runoff volume was reduced and peak flow was significantly decreased by applying the porous pavement. The highest reduction for total runoff was shown from S-6(covering area: 100 %, runoff coefficient: 0.05) as 19 % followed by S-5(covering area: 77.5 %, runoff coefficient: 0.05, 16 %), while that of S-2(covering area: 40.4 %, runoff coefficient: 0.05) and S-1(covering area: 40.4 %, runoff coefficient: 0.5) were the lowest with 8 % and 5 %. This proved that the application of porous pavement would improve urban hydrological cycle.

Lifetime Management Method of Lithium-ion battery for Energy Storage System

  • Won, Il-Kuen;Choo, Kyoung-Min;Lee, Soon-Ryung;Lee, Jung-Hyo;Won, Chung-Yuen
    • Journal of Electrical Engineering and Technology
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    • 제13권3호
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    • pp.1173-1184
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    • 2018
  • The lifetime of a lithium-ion battery is one of the most important issues of the energy storage system (ESS) because of its stable and reliable operation. In this paper, the lifetime management method of the lithium-ion battery for energy storage system is proposed. The lifetime of the lithium-ion battery varies, depending on the power usage, operation condition, and, especially the selected depth of discharge (DOD). The proposed method estimates the total lifetime of the lithium-ion battery by calculating the total transferable energy corresponding to the selected DOD and achievable cycle (ACC) data. It is also demonstrated that the battery model can obtain state of charge (SOC) corresponding to the ESS operation simultaneously. The simulation results are presented performing the proposed lifetime management method. Also, the total revenue and entire lifetime prediction of a lithium-ion battery of ESS are presented considering the DOD, operation and various condition for the nations of USA and Korea using the proposed method.

한국에 있어서 제수문구조물의 설계의 기준을 주기 위한 수문학적 연구(류거, 홍수 편) (The furulamelllal study in order to obtain the hydrological design basis for hydrological structures in Korea (Run ofl estimate and Flood part))

  • 박성우
    • 한국농공학회지
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    • 제8권1호
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    • pp.1011-1034
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    • 1966
  • This thesis is the final report which has long been studied by the author to obtain the design basis for various hydrological constructions with the specific system suitable to the natural environmental conditions in Korea. This report is divided into two parts: one is to estimate runoff volume from watersheds and the other to estimate the peak discharge for a single storm. According to the result of observed runoff record from watersheds, it is known that Kajiyama formula is useful instrument in estimating runoff volume from watersheds in this country. But it has been found that this formula shows us 20-30% less than the actual flow. Therefore, when wihed to bring a better result, the watershed characteristics coefficient in this formula, that is, f-value, should be corrected to 0.5-0.8. As for the method to estimate peak discharge from drainage basin, the author proposes to classify it in two ways; one is small size watershed and the other large size watershed. The maximum -flood discharge rate $Q_p$ and time to peak Pt obtained from the observed record on the small size watershed are compared by various methods and formulas which are based upon the modern hydrological knowledge. But it was fou.d that it. was not a satisfied result. Therefore, the author proposes. tocomputate $Q_p$, to present 4.0-5.0% for the total runoff volume ${\Sigma}Q$.${\Sigma}Q$ is computed under the assumption of 30mm 103s in watershed per day and to change the theoritical total flow volume to one hour dura tion total flow rate when design daily storm is given. Time to peak Pt is derived from three parameters which are u,w,k. These are computed by relationship between total runoff volume (ha-m unit)and $Q_p$. (C.M.S. unit). Finally, the author checked out these results obtained from 51 hydrographs and got a satisfied result. Therefore the author suggested the model of design dimensionless unit-hydrograph. And the author believes that this model will be much available at none runoff record river site. In the large size watersheds in Korea when the maximum discharge occurs, the effective rainfall is two consequtive stormy days. So the loss in watershed was assutned as 6Omm/2days,and the author proposed 3-hour-daration hydrograph flow distribution percentage. This distribution percentage will be sure to form the hydrograph coordinate.

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수치해석을 이용한 대형원형강재 가물막이의 침투유량 분석 (Numerical Investigation on Seepage Discharge Inside a Cylindrical Cut-off Wall)

  • ;;김성렬
    • 한국지반공학회논문집
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    • 제34권10호
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    • pp.51-60
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    • 2018
  • 최근 해상 작업을 위한 새로운 시공기술로서 대형원형강재 가물막이 공법이 제안되었다. 본 구조물은 원형 형상의 가물막이이기 때문에 가물막이의 형상에 따른 침투해석 연구가 필요하다. 그러므로, 본 연구에서는 흐름해석을 수행하여 원형 가물막이에 대하여 벽체 내부로의 침투 유량을 산정하였다. 흐름해석에 이용된 수치모델링은 2열의 널말뚝을 가진 가물막이에 대하여 제안된 이론해와 비교하여 검증하였다. 흐름조건의 경우 축대칭 흐름조건의 침투유량이 2차원 흐름조건의 침투유량과 비교하여 1.55배 크게 나타났으므로 2차원 축대칭 흐름조건을 적용하였다. 벽체 반경, 벽체의 지중 근입깊이 그리고 벽체 내외부의 수위차 등을 변화시키며 변수연구를 수행한 결과, 침투유량은 벽체의 근입깊이와 벽체 반경이 증가할수록 감소하는 것으로 나타났다. 최종적으로, 대형원형강재 가물막이의 침투유량을 산정할 수 있는 간이식을 제안하였다.

부산 수영구 지하철 터널에서의 지하수 유출이 주변 지하수에 미치는 영향 (The Influence of the Surrounding Groundwater by Groundwater Discharge from the Subway Tunnel at Suyeong District, Busan City)

  • 정상용;김태형;박남식
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제17권2호
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    • pp.28-36
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    • 2012
  • This study carried out several kinds of investigations such as geology, hydrogeology, groundwater level and quality, surface-water quality, and the quantity and quality of groundwater discharge from the subway to identify the causes of groundwater contamination around the subway tunnel at Suyeong District in Busan City. Geostatistical analyses were also conducted to understand the characteristics of groundwater level and quality distributions. There are Kwanganri Beach and Suyeong River in the study area, which are basically influenced by seawater. The total quantities of groundwater utilization and groundwater discharge from the subway tunnel in Suyeong District are 2,282,000 $m^3$/year, which is 2.4 times larger than the sustainable development yield of groundwater. The lowest groundwater level around the subway tunnel is about 32 m below the mean sea-level. The large drawdown of groundwater led to the inflow of seawater and salinized river water toward the subway tunnel, and therefore the quality of groundwater didn't satisfy the criteria of potable, domestic, agricultural and industrial uses. Distribution maps of groundwater level and qualities produced by kriging were very useful for determining the causes of groundwater contamination in the study area. The distribution maps of electrical conductivity, chloride and sulfate showed the extent of seawater intrusion and the forceful infiltration of the salinized Suyeong River. This study revealed that seawater and salinized river water infiltrated into the inland groundwater and contaminated the groundwater around the subway tunnel, because the groundwater level was seriously drawdowned by groundwater discharge from the subway tunnel. The countermeasure for the minimization of groundwater discharge from the subway tunnel is necessary to prevent the groundwater obstacles such as groundwater depletion, groundwater-quality deterioration, and land subsidence.

하천 유사량 공식들의 비교평가 (Comparative Evaluation of Some Selected Sediment Transport Formulas)

  • 유권규;우효섭
    • 대한토목학회논문집
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    • 제10권4호
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    • pp.67-75
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    • 1990
  • 현재까지 학계에 발표된 총유사량 산정공식들 중 그 결과가 비교적 우수한 것으로 알려진 Engelund & Hansen(EH), Ackers & White(AW), Yang(YN), Brownlie(BR), Karim & Kennedy(KK), Rijn(RJ) 공식 등 6개 공식을 Brownlie의 유사량 자료집에서 선정된 20개 하천의 1,399개 유사량 실측자료에 적용하여 그 결과를 비교하였다. 또한 그 계산 결과를 입력변수인 단위유량, 유속, 수심, 에너지경사, 중앙입경별로 도시하여, 이러한 각 변수에 대한 각 공식의 계산결과의 경향을 검토하였다. 그 결과 EH와 RJ공식은 비교적 우수하고, BR, AW, KK공식은 보통이며, YN공식은 상대적으로 불량한 것으로 나타났다. 또한 AW공식은 세사의 경우 (D<0.15mm)에 유사량을 매우 과대추정하며, YN공식은 유량이 큰 경우 (q>5 cms/m) 유사량을 과소추정하는 경향이 있는 것으로 나타났다.

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월성원자력발전소 온배수가 해조류 종조성 및 군집구조에 미치는 영향 (Effects of Thermal Effluents from Wolseong Nuclear Power Plant on Macroalgal Composition and Community Structure)

  • 최한길
    • ALGAE
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    • 제23권2호
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    • pp.151-162
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    • 2008
  • Marine algal flora and community structure were seasonally examined at three sites in the vicinity of the Wolseong nuclear power plant in Korea from February to November 2006. A total of 126 seaweeds including 25 green, 31 brown, 70 red algae, and 1 marine plant were identified. The greatest number of species occurred at Jeonchonri (101 species) followed by intake (88 species) and discharge (29 species) during the study period. Of 126 seaweeds, 76 annuals and 13 warm tolerance species were recorded. Dominant species based on important value (IV > 10) were Ulva pertusa and Enteromorpha linza at intake, U. pertusa and Padina arborescens at discharge, and Sargassum horneri and Corallina pilulifera at Jeonchonri shore. Annual average biomass exhibited a wide range of variations, from 40.67g m-2 in dry weight at discharge to 133.69g m-2 at Jeonchonri. Among six functional groups, dominant group was coarsely-branched form at intake and Jeonchonri, but it was different at discharge site as filamentous form. Seaweed community structures of discharge site were distinguishable in decreasing species richness, biomass, species diversity index (H’), richness index (R), and evenness index (J’). Also, the ratios of green algae, warm tolerance species, annual algae, filamentous form and dominance index (DI) remarkably increased. Such phenomenons of discharge site are usually found under environmentally stressful conditions such as high disturbance. Thus, I can conclude that the heated effluents of nuclear power plant act as environmental stress influencing seaweed community structures and it can be detected with various community indices.

동해안 월성원전의 온배수 방출이 주변 해조군집에 미치는 영향 (Effects of Heated Effluents on the Intertidal Macroalgal Community nearWolseong, the East Coast of Korea)

  • 김영환;안중관
    • ALGAE
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    • 제21권4호
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    • pp.453-461
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    • 2006
  • This study is intended to clarify the structure and seasonal dynamics of warm tolerant benthic marine algal community in Korea. The species composition and biomass of marine algae at the discharge canal of Wolseong nuclear power plant on the East Coast of Korea were investigated seasonally from February 2001 to October 2005. As a result, 43 species (6 blue-green, 8 green, 9 brown and 20 red algae) of marine algae were found at the discharge canal during the past five years. In general, the number of species observed was abundant during winter to summer and less in autumn. Lyngbya confervoides and Enteromorpha compressa always occurred at the discharge canal during the past five years, and Oscillatoria brevis, Padina arborescens and Caulacanthus ustulatus were common species found more than 80% frequency during the study period. Seasonal fluctuations of mean biomass were 2-659 g dry wt m–2 and dominant species in biomass were Caulacanthus ustulatus (contribution to a total biomass proportion 37%), Enteromorpha compressa (26%) and Padina arborescens (24%). Results showed that, in the floristic composition, the green algae occurred as common algal group at the discharge canal of Wolseong nuclear power plant. In the quantitative aspect, however, the red algae such as Caulacanthus ustulatus and Ahnfeltiopsis flabelliformis appeared as predominant group at the discharge canal, in contrast to Kori nuclear power plant where there was a definite green algal dominance. Differences in algal communities developed at the discharge canals of three nuclear power plants on the East Coast of Korea can probably be related to local environmental factors.