• 제목/요약/키워드: Combined point

검색결과 1,038건 처리시간 0.029초

합류식 하수관거내 퇴적물이 CSOs에 미치는 영향 및 제어방안 (Effect and Control of the Sediment in the Combined Sewer on CSOs)

  • 임봉수;김도영;이광춘
    • 한국물환경학회지
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    • 제27권1호
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    • pp.36-43
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    • 2011
  • This study is selected two points of combined sewer that occurred Fish Kill after first flush, that analyzed generation of pollutants and stream runoff generation of combined sewer overflows (CSOs) as fine weather and rainfall. In addition, this study was to analyze the relationship between CSOs and sediments, to propose measures to reduce the sediment relevant with CSOs and rainfall runoff from entering sewage treatment plants and measures for discharged directly into streams when indicate relatively good water quality after overflow. Sediments in combined sewer system was discharged about 50~80% as overflows during rainfall and we can reduce the amount of the CSOs at least 50% or more if the sewer does not exist in the sediments because of the amount of discharge about the amount of intercept has been investigated by 3~5 times. Because of velocity at sediment interval in sewer is very low, sewage velocity of about 3~5 times as much as it can increase the amount of sediment can be reduced if the separation wall is installed. Effective control of BOD overflow load is respectively 77.5%, 75.8% at first point, second point by the separation wall is installed. Drainage area greater than area in this study or many combined sewer overflows region is increased the more effective control of separation wall. Turbidity to measure changes in water quality of overflows can be used as an factor to control the intercept flows because the intercept flows(3Q) after the first flush has lowered removal efficiency and increases the operational load of sewage treatment plants. Sewage water quality after a overflow when the reasonable turbidity was measured at this point flows to excluded intercept flow(1Q) can be discharged to stream.

Step Bolus와 3D Bolus를 combine 한 Bolus의 유용성 평가 (Evaluation of the usefulness of Bolus, which combines Step Bolus and 3D Bolus)

  • 이창석;채문기;박병석;김성진;주상규;박용철
    • 대한방사선치료학회지
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    • 제33권
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    • pp.79-88
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    • 2021
  • 목 적: 3D-bolus와 Step-bolus를 결합한 Bolus를 제작하였고, 그 유용성을 평가한다. 대상 및 방법: 3D 프린터(3D printer, USA)를 이용하여 10mm, 5mm두께로 Bolus를 제작하여 5mm두께의 Bolus에는 5mm의 Step Bolus를 결합하였다. Step bolus와 3D Bolus의 특성을 파악하기위해 두 bolus의 상대적전자밀도, HU값 및 질량밀도(mass density)의 차이를 알아보았다. 이 두개의 Bolus를 인체모형 Phantom에 적용하여 그 실효성을 확인해 보았다. 해당 phantom의 모든 윤곽설정 후, 전산화치료계획시스템(Eclipse 16.1, Varian medical system, USA)을 사용하여 치료계획을 수립하였다. 전자선6MeV을 사용하여 치료계획하고, phantom흉부쪽에 9개의 선량측정 point를 지정하였고, 해당 point에서의 Air-gap을 측정하였으며, 유리선량계(PLD)를 이용하여 적용하는 Bolus마다 동일 point에서의 선량평가를 진행하였다. 결 과: 3D-bolus 5mm와 Step-bolus 5mm를 결합한 Bolus를 제작하였고, 3D-bolus 1cm과 비교 평가하였다. 3D Bolus의 상대적전자밀도(Relative Electron Density)는 1.0559g/cm2, Step Bolus는 1.0590g/cm2로 0.01%이하의 차이여서 상대적전자밀도가 거의 일치했다. Air-gap의 경량 측정에서 Combined bolus는 3D-bolus와 비교하여 지정된 모든 point에 대해서 Air-gap은 많게는 54.32%로 줄거나 같았다. 유리선량계(PLD)를 이용한 선량측정에서는 경사진 point를 제외한 대부분의 point에서 combined bolus를 사용한 phantom에서 치료계획의 선량과의 일치도가 높았다. 결 론: 3D-bolus와 Step-bolus를 결합하여 만든 Combined bolus는 3D-bolus와 Step-bolus가 갖는 각각의 장점을 모두 갖는다. 또한 Air-gap으로 인한 선량부정확성을 억제하여 보다 향상된 선량분포를 보여주어, 효과적인 방사선 치료를 할 수 있다.

조합하중를 받는 단층 래티스 돔과 아치의 안정경계에 관한 연구 (A Study on the Stability Boundaries for Single Layer Latticed Domes and Arch under Combined Loads)

  • 한상을;이상주;이갑수
    • 한국공간구조학회논문집
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    • 제4권3호
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    • pp.103-109
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    • 2004
  • 본 논문은 조합하중을 받는 공간구조물의 안정경계를 파악하는 것이다. 구조물에 작용하는 독립된 여러 가지 하중벡터는 기본이 되는 하중 모드와 하중매개 변수를 이용하여 나타내고, 독립된 하중 매개변수에는 비례관계를 설정함으로서 하나의 하중변수에 의해 하중을 부여한다. 구조물의 좌굴하중 즉 임계점은 평형조건이 불안정이 되는 극한점과 분기점으로 분류되고, 가장 낮은 하중이 좌굴하중으로 정의된다. 본 논문에서는 기하학적 비선형 문제를 해석하기 위한 수치해석법으로는 호장법과 뉴턴-랩슨법을 이용하였으며, 본 해석을 통하여 안정경계를 파악함은 물론 좌굴모드 및 좌굴하중을 명확히 규명하였다.

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PIV기법을 이용한 병렬 평면제트의 유동특성 (I) - 유입이 제한된 제트 - (The Flow Characteristics of Parallel Plane Jets Using Particle Image Velocimetry Technique (I) - Unventilated Jet -)

  • 김동건;윤순현
    • 대한기계학회논문집B
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    • 제27권3호
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    • pp.302-310
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    • 2003
  • Experiments were conducted to show the characteristics of the flow on unventilated parallel plane jets. Measurements of mean velocity components and turbulent intensities were carried out with a particle image velocimetry to investigate the flow field generated by the air issued from two identical plane parallel nozzles and mixed with the ambient air. The measurements range of these experiments were Reynolds number of 5300 based on the nozzle width and the cases of nozzle-to-nozzle distance were four times. six times and eight times the width of the nozzle. Results show that a recirculation zone with a sub-atmospheric static pressure was bounded by the inner shear layers of the individual jets and the nozzles plate. The positions. where maximum value of mean turbulent intensities and mean turbulent kinetic energy show, were at the same position with the merging point. The spread of jets in the merging region increases more rapidly than that of Jets in the converging and the combined region. As nozzle-to-nozzle distances were increased. it was shown that merging and combined lengths were shorter.

유체성형과 결합한 다점 무금형 판재 성형기술 (Multi-Point Dieless Sheet Forming Technology Combined with Fluid forming)

  • 박종우;홍예선;양승훈
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 2002년도 춘계학술대회 논문집
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    • pp.58-61
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    • 2002
  • A new concept of dieless sheet forming technology is proposed in this study to overcome the drawback of conventional dieless forming technology. For this purpose, dual points contact of the conventional punch system, which is a primary cause of surface defects, is replaced to single point contact using technology combined with fluid forming. It is expected that the advanced system may lead to easy displacement control of multi-punch elements, reducing surface defects, and increasing decision and forming limits. The reduced number of punch elements also saves the cost of the equipment. In addition, the new technology can be utilized for deep drawing as well as two- or three-dimensional curved surface forming, and thereby become multi-functional and multi-purpose differently from the conventional technology.

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345kV 지중 및 혼합 송전계통에서의 개폐 과전압 해석 (Analysis of Switching Overvoltage in 345kV Underground and Combined Transmission Systems)

  • 정채균;이종범;강지원
    • 대한전기학회논문지:전력기술부문A
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    • 제52권12호
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    • pp.713-721
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    • 2003
  • This paper analyzes the switching overvoltage occurred on 345kV underground power cable system as well as combined transmission system using EMTP. Cable length and closing time, preinsertion resistance have effect on switching overvoltage. Therefore, this paper analyzes the switching overvoltage occurred on conductor and sheath with change of those parameters. Specially, the cross bonding position becomes discontinuity point because of the difference between surge impedance of metal sheath and that of lead cable. Thus, the transmission and the reflection of traveling wave complexly occur at this connection point. According to these influences, voltage between sheath and earth as well as voltage between joint boxes rise. Time to crest point of switching overvoltage is longer than lightning overvoltage. Even though the voltage induced by switching surge is smaller than lightning surge, that voltage may have serious effect on the metal sheath. Therefore, this paper also analyses the reduction effect of switching overvoltage when the preinsertion resistance of circuit breaker is considered.

혼합송전계통에서 재폐로 시행시 개폐과전압 해석 (Analysis of Switching Overvoltage on Operating Reclosing in Combined Transmission Systems)

  • 임광식;이종범;정채균;강지원;박흥석
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2008년도 추계학술대회 논문집 전력기술부문
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    • pp.391-393
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    • 2008
  • This paper is analysed by switching overvoltage on operating reclosing in 154 [kV] combined transmission systems. Combined transmission systems are modeled by EMTP/ATPDraw program. It is fault condition that simulate high resistance earth fault. The simulation is carried out considering variation of parameters such as resistance value of fault point and rate of underground line.

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고감쇠 주축 시스템을 위한 베어링의 복합배열에 관한 연구 (A Combined Bearing Arrangement for High Damping Spindle Systems)

  • Lee, C.H.
    • 한국정밀공학회지
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    • 제13권10호
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    • pp.139-145
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    • 1996
  • The machining accuracy and performance is largely influenced by the static, dynamic and thermal characteristics of spindle systems in machine tools, because the spindle system is a intermedium for cutting force from tool and machine powef from motor. Large cutting force and power are transmitted by bearing with a point or line contact. So, the spindle system is the static and dynamic weakest point in machine structure. For improvement of static stiffness of spindle system can be changed design parameters, such as diameter of spindle, stiffness of bearing and bearing span. But for dynamic stiffness, the change of the design parameters are not useful. In this paper, the combined bearing arrangement is suggested for high damping spindle system. The combined bearing arrangement is composed of tandem double back to back arrangement type ball bearins and a high damping hydrostatic bearing. The variation of static deflection and amplitude in first natural frequency is evaluated with the location of hydrostatic bearing between front and rear ball bearing. The optimized location of hydrostatic bearing for high static and dynamic stiffness is determined rapidly and exactly using the mode shape and transfer function of spindle. The calculation of damping effect on vibration by unbalance of grinding wheel and pulley in optimized spindle system is carried out to verify the validity of the combined bearing arrangement. Finally, the simulation of grinding process show that the surface roughness of workpiece with high damping spindle system is 60% better than with ball bearing spindle system.

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동결견 환자의 초음파치료 시 신장여부에 따른 관절가동범위 회복과 통증감소 효과 비교 (Comparison of the Effect in ROM Increase and Pain Reduction on Stretching During Ultrasound Treatment in Patients With Frozen Shoulder)

  • 양회송
    • 한국전문물리치료학회지
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    • 제10권1호
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    • pp.129-137
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    • 2003
  • A single subject experimental design (alternating treatment design) was used to compare the effects of only ultrasound and ultrasound combined with stretching of the joint capsule on the ROM increase and pain reduction in patients with frozen shoulder. Two subjects were included in each group. In the only ultrasound treatment sessions, ultrasound was applied at the pain point of the shoulder joint in supine position. In the ultrasound combined with stretching treatment sessions, ultrasound was applied at the pain point of the shoulder joint positioned in external rotation and abduction in sitting position. Only ultrasound treatment and ultrasound combined with stretching treatment were alternately performed on each patient. Pain and disability was measured by shoulder pain and disability index (SPADI), and range of motion (ROM) was measured by scratch test. The results of this study showed that ultrasound combined with stretching treatment were more effective than only ultrasound treatment in ROM increase and pain reduction. However, disability score was not significantly different.

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강우 시 도시 하천으로의 비점오염원 유출특성 (The runoff characteristics of non-point source to urban stream during rainfall)

  • 박운지;김동욱;안종화;이찬기
    • 산업기술연구
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    • 제27권B호
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    • pp.83-89
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    • 2007
  • We studied runoff characteristics of combined sewer overflows in a city while it was raining. The event mean concentration (EMC) of biochemical oxygen demand (BOD), chemical oxygen demand ($COD_{Cr}$), suspended solids (SS), total nitrogen (TN), and total phosphorus (TP) in one of the combined sewer sites in Chuncheon was 63.5-211.6 mg/L, 114.9-523.8 mg/L, 70.3-436.4 mg/L, 6.4-33.0 mg/L, and 1.09-6.81 mg/L, respectively. In another combined sewer, the EMC of BOD, COD, SS, TN, and TP was 42.1-131.4 mg/L, 107.7-256.5 mg/L, 33.7-221.1 mg/L, 7.9-26.4 mg/L, and 1.16-3.91 mg/L, respectively. The ratio of the cumulative pollutant mass and the cumulative discharged volume determined using all parameters (BOD, $COD_{Cr}$, SS, TN, and TP) was over 1.0, which shows the first flush effect. Relationships between flow and loadings of BOD, $COD_{Cr}$, SS, TN, and TP were 0.90, 0.89, 0.88, 0.89, 0.92, respectively. Although the size of two areas was almost same, pollutant concentration and loading were different because of the amount of rainfall, rainfall intensity and basin area.

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