• 제목/요약/키워드: Concentration Loads

검색결과 360건 처리시간 0.024초

발생부하원단위와 수치표고모형을 이용한 하천유역 오염부하량 산정 (Calculation of Pollutant Loadings from Stream Watershed Using Digital Elevation Model and Pollutant Load Unit Factors)

  • 양홍모;김혁
    • 한국조경학회지
    • /
    • 제29권1호
    • /
    • pp.22-31
    • /
    • 2001
  • The purpose of this study is to compare calculated pollutant loadings using pollutant load unit factors and vector type coverage, and expected mean concentration(EMC) and raster type of digital elevation model(DEM). This study is also focusing on comparison of the advantages and the disadvantages of the two methods, and seeking for a method of calculation of pollutant loadings using DEM. Estimation of pollutant inputs using pollutant load unit factors has limitations in identifying seasonal variations of pollutant loadings. Seasonal changes of runoffs should be considered in the calculation of pollutant loadings from catchments into reservoirs. Evaluation of pollutant inputs using runoff-coefficient and EMC can overcome these drawbacks. Proper EMC and runoff-coefficient values for the Koeup stream catchments of the Koheung estuarine lake were drawn from review of related papers. Arc/Info was employed to establish database of spatial and attribute data of point and non-point pollutant sources and characteristics of the catchments. ArcView was used to calculate point and non-point pollutant loadings. Pollutant loads estimated with either unit factors-coverages, i.e., pollutant load unit factors and vector coverages f point sources and land use, or EMC and digital elevation mode(DEM) were compared with stream monitoring loads. We have found that some differences were shown between monitoring results and estimated loads by Unit Factors-Coverage and EMC-DEM. Monthly variations of pollutant loads evaluated with EMC-DEM were similar to those with monitoring result. The method using EMC-DEM can calculate accumulated flows and pollutant loads and can be utilized to identify stream networks. A future research on correcting the difference between vector type stream using flow direction grid and digitalizing vector type should be conducted in order to obtain more exact calculation of pollutant loadings.

  • PDF

Study on failure behaviors of mixed-mode cracks under static and dynamic loads

  • Zhou, Lei;Chen, Jianxing;Zhou, Changlin;Zhu, Zheming;Dong, Yuqing;Wang, Hanbing
    • Geomechanics and Engineering
    • /
    • 제29권5호
    • /
    • pp.567-582
    • /
    • 2022
  • In the present study, a series of physical experiments and numerical simulations were conducted to investigate the effects of mode I and mixed-mode I/II cracks on the fracture modes and stability of roadway tunnel models. The experiments and simulations incorporated different inclination angle flaws under both static and dynamic loads. The quasi-static and dynamic testing were conducted by using an electro-hydraulic servo control device and drop weight impact system (DWIS), and the failure process was simulated by using rock failure process analysis (RFPA) and AUTODYN software. The stress intensity factor was also calculated to evaluate the stability of the flawed roadway tunnel models by using ABAQUS software. According to comparisons between the test and numerical results, it is observed that for flawed roadways with a single radical crack and inclination angle of 45°, the static and dynamic stability are the lowest relative to other angles of fractured rock masses. For mixed-mode I/II cracks in flawed roadway tunnel models under dynamic loading, a wing crack is produced and the pre-existing cracks increase the stress concentration factor in the right part of the specimen, but this factor will not be larger than the maximum principal stress region in the roadway tunnel models. Additionally, damage to the sidewalls will be involved in the flawed roadway tunnel models under static loads.

Modeling of wind-induced fatigue of cold-formed steel sheet panels

  • Rosario-Galanes, Osvaldo;Godoy, Luis A.
    • Structural Engineering and Mechanics
    • /
    • 제49권2호
    • /
    • pp.237-259
    • /
    • 2014
  • Wind-induced failure around screwed connections has been documented in roof and wall cladding systems made with steel sheet cold-formed panels during high wind events. Previous research has found that low cycle fatigue caused by stress concentration and fluctuating wind loads is responsible for most such failures. A dynamic load protocol was employed in this work to represent fatigue under wind effects. A finite element model and fatigue criteria were implemented and compared with laboratory experiments in order to predict the fatigue failure associated with fluctuating wind loads. Results are used to develop an analytical model which can be employed for the fatigue analysis of steel cold-formed cladding systems. Existing three dimensional fatigue criteria are implemented and correlated with fatigue damage observed on steel claddings. Parametric studies are used to formulate suitable yet simple fatigue criteria. Fatigue failure is predicted in different configurations of loads, types of connections, and thicknesses of steel folded plate cladding. The analytical model, which correlated with experimental results reported in a companion paper, was validated for the fatigue life prediction and failure mechanism of different connection types and thicknesses of cold-formed steel cladding.

부재별 탄소성 이력해석을 이용한 거대 지진에서의 고층 강구조 건물 내진 설계 검정 (Examination of Seismic Design for High-Rise Steel Frames Under Huge Earthquake Using Element Bi-linear Time-History Analysis)

  • 김문정
    • 복합신소재구조학회 논문집
    • /
    • 제2권4호
    • /
    • pp.28-34
    • /
    • 2011
  • 본 연구는 인공지진파 및 기록 지진파를 이용하여, KBC2009 규준으로 설계된 강구조 건물의 거대 건물에 대한 내력 여유도를 평가하는 것을 목표로 하고 있다. 이 논문에서는 검정에 있어서 콘크리트 슬래브로 층강성이 고정되어 있는 2-D 프레임을 고려하였고, 각각의 프레임을 구성하고 있는 보와 기둥 부재는 각 부재단에 소성힌지를 적용하였다. 검정에 사용한 해석법은 응답 스펙트럼을 이용한 모드 해석과 기록 및 인공지진파를 이용한 시간이력해석을 선택하여 모델의 거동을 조사하였으며 해석에서는 P-delta 효과를 고려한다.

강판항(鋼板桁) 덮개판 형상에 따른 피로균열성장특성 (Fatigue Crack Growth Characteristics by the Cover Plate Shapes in the Steel Plate Girder)

  • 정영화;김익겸;정진석;이형근
    • 산업기술연구
    • /
    • 제19권
    • /
    • pp.269-278
    • /
    • 1999
  • When a variety of repeated loads are given, most steel structures failed in much lower level of loads than static failure loads. In addition, bridge always includes the internal defects or discontinuities. from these, fatigue cracks initiates and can lead to sudden failure. Thus, in this study, tensile specimens by the cover plate shapes were used as the test specimens. The fatigue test was performed by constant amplitude fatigue loading and beach mark. From the results of this study, each specimen's fatigue section was observed. in addition, stress intensity factor at crack tip was calculated by using the Green's function which applied to discontinuous section where causing stress concentration. Therefore, the fatigue life of structural detail was investigated by adopting the theories of fracture mechanics. each specimen's crack shape is a semi-elliptical surface crack or center crack sheet, stress gradient correction factor, Fg is the most subjective of all stress intensity correction factors and fatigue life should be predicted by previous proposed function and finite element analysis.

  • PDF

논에서의 일주기 수질 조사로부터 유도된 오염물질의 강우 -유출 사상별 유량가중평균농도와 유출량- 유하부하량 관계 (Flow Weighted Mean Concentration and Runoff -Mass Load Relationship of Pollutants Derived from Intensively Sampled Water Quality Data of a Paddy Field)

  • 윤광식;최진용;한국헌;조재영
    • 한국농공학회지
    • /
    • 제44권5호
    • /
    • pp.127-135
    • /
    • 2002
  • Water quality samples were taken for every two hours whenever runoff occurred by rainfall to investigate concentration variations of T-N, T-P and SS during runoff process from a paddy field. The difference between the highest concentration in a runoff event and flow weighted mean concentration for T-N, T-P, SS placed between 3.07∼40.16%, 11.44∼60.80%, and 15.11∼64.5%, respectively. The difference between the lowest concentration in event and event mean concentration for T-N, T-P, SS ranged between -7.24∼-31.84%, -11.59∼-47.86%, and -5.21∼-36.20%, respectively. The relationship between runoff and mass load was derived for each storm event using observed data. The relationship between runoff and mass load showed linear relationship regardless of water quality constituents and rainfall amount. The results suggested that relationship between T-N and T-P loads and runoff should be prepared separately in considering of fertilization effect and seasonal conditions. The relationship between SS and runoff should be made to reflect seasonal conditions and tillage effect.

토지피복도 자료원에 따른 대청댐유역 수질특성 비교 (The Comparison of Water Quality of Daecheong-Dam basin According to the Data Sources of Land Cover Map)

  • 이근상;박진혁;최연웅
    • Spatial Information Research
    • /
    • 제20권5호
    • /
    • pp.25-35
    • /
    • 2012
  • 본 연구에서는 공간정보 자료원에 따른 수질특성의 영향을 비교하였다. 먼저, 비점오염부하량 평가에 영향을 미치는 토지피복별 기대평균농도(EMC)를 효과적으로 계산하기 위해, 영상분류를 통해 대청댐유역의 토지피복도를 구축하였으며, 이를 환경부 대분류 자료와 비교한 결과 88.76%의 높은 정확도를 확보하였다. 또한 토양도와 영상분류에 의한 토지피복도를 공간 중첩하여 유출곡선지수와 직접유출을 계산하였으며, 분석 결과 석천과 대청댐 유역이 가장 높게 나타났다. 그리고 직접유출과 기대평균농도를 조합하여 계산한 BOD에 대한 비점오염부하량은 삼가천합류점과 소옥천하류 유역이 높게 나타났으며, TN과 TP에 대한 비점오염부하량에서는 삼가천합류점과 봉황천하류 유역이 높게 나타났다. 영상분류에 의한 비점오염부하량의 효용성 평가를 위해 환경부 토지피복도에 의한 비점오염부하량과 상호 비교한 결과, 대청댐상류 유역에서 BOD, TN, TP에 대한 오염부하량의 오차가 각각 10.64%, 11.70%, 20.00%로 가장 크게 나타났다. 따라서 유역내 수질특성을 효과적으로 모의하기 위해서는 논과 밭이 포함된 공간정보를 활용하는 것이 비점오염부하량 평가에 바람직하다고 본다.

강우 초기특성에 따른 비점오염부하량 산정을 위한 FFC2Q 모형 (FFC2Q Model for NPS Load Analysis according to Characteristics of Early Stage of Runoff)

  • 이종태;서경아;허성철
    • 한국수자원학회논문집
    • /
    • 제43권3호
    • /
    • pp.245-256
    • /
    • 2010
  • 이 연구에서는 FFC2Q모형의 WQUAL블럭의 기본이론과 적용성을 검토하고, 도시지역의 강우초기 시 집중적으로 발생하는 CSOs의 비점오염부하 특성을 분석하였다. 또한 비점오염물 축적량 산정법과 쓸림방정식에서 주요 매개변수들의 선택과 그 영향을 분석하였다. 군자 배수구역의 3개 강우사상에 대한 실측치와의 비교를 통해 첨두유출량, 총유출량, 총부하량, 첨두농도 발생시간 등을 적정하게 모의할 수 있었으며, 입력자료의 단순화에도 불구하고 SWMM, MOUSE 등과 대등한 계산 결과를 보였다. 강우분포와 관련하여서는, 초기에 집중도가 높은 Huff1 분포에서 오염부하가 다른 분포에 비해 빠르게 발생하였으며, 강우초기 $BOD_5$, COD의 부하량 증가율은 SS에 비해 크게 나타났다. 비점오염부하량은 일정 강우 초기에 집중되어 결국 총부하량에 이르며, 이후 강우지속에 따른 유출은 비점오염부하량에 큰 영향을 미치지 못하는 것으로 분석되었다.

부산지역 PM10농도의 시간 및 공간적 변화 특성 (Characteristics of Spacio-Temporal Variation for PM10 Concentration in Busan)

  • 전병일
    • 한국환경과학회지
    • /
    • 제12권10호
    • /
    • pp.1033-1041
    • /
    • 2003
  • Hourly data of PM10 concentration collected from nine automatic air quality monitoring stations in Busan from 1999 to 2002 were analyzed to evaluate the spatio-temporal variation and meteorological characteristics of PM10 episodes in Busan metropolitan area. Mean concentrations ranged from 47$\mu\textrm{g}$/㎥ to 77$\mu\textrm{g}$/㎥. For most stations, mean seasonal hourly concentrations are lowest in summer and highest in spring. PM10 episode above daily mean standard(150$\mu\textrm{g}$/㎥) exhibited a maximum frequency at Gamjeondong and a minimum at Dongsamdong, and a maximum in March and a minimum in July and August. The diurnal variation of PM10 episode days is strongly influenced by traffic loads and meteorological conditions.

디젤기관 매연 배출물에 미치는 재순환 배기의 영향에 관한 연구 (A Study on the Effects of Recirculated Exhaust Gas on Soot Emissions in Diesel Engines)

  • 배명환;임재근
    • 한국자동차공학회논문집
    • /
    • 제6권6호
    • /
    • pp.142-154
    • /
    • 1998
  • The effects of recirculated exhaust gas on the characteristic of soot emissions have been investigated by using an eight-cylinder, four-stroke, direct injection and water-cooled diesel engine operating at several loads and speeds. The experiments in this study are carried out at the fixed fuel injection timing of $38^{\circ}$ BTDC regardless of experimental conditions. The intake oxygen concentration and the mean equivalence ratio calculated by the intake air flow and fuel consumption rate are used to analyze and discuss the influences of EGR rate on soot emissions. Results of this study indicate that soot emissions increase owing to the drop of intake oxygen concentration and the rise of equivalence ratio as the EGR rate increases at a given engine load and speed, especially the high load.

  • PDF