• 제목/요약/키워드: Flow discharge

검색결과 2,054건 처리시간 0.027초

소닉노즐의 유출계수에 영향을 미치는 인자에 관한 연구 (Factors influencing on the discharge coefficients of sonic nozzle)

  • 유성연;이상윤;박경암
    • 대한기계학회논문집B
    • /
    • 제20권12호
    • /
    • pp.4027-4035
    • /
    • 1996
  • Accuracy of gas flow measurements using sonic nozzle and factors which influence on the discharge coefficients of sonic nozzle are investigated with high pressure gas flow standard measurement system. The gas flow measurement system comprises two compressors, storage tank, temperature control loop, sonic nozzle test section, weighing tank, gyroscopic scale and data acquisition system. The experiments are performed at various nozzle throat diameter and inlet pressure. Overall uncertainty of discharge coefficients is estimated to less than .+-.0.2% and most of experimental data fall into this range. Dependence of discharge coefficients on the Reynolds number is good agreement with those suggested in ISO document. The influence of swirl on the discharge coefficients becomes greater as the nozzle throat diameter is enlarged. The discharge coefficient of conical nozzle shows about 4.5% lower discharge coefficients than those of toroidal nozzle, but variation trend with Reynolds number is very similar each other and reproducibility of data is very good.

수질오염총량관리를 위한 비점배출계수 산정 - 특정 기준유량 시기의 강우배출비 (Estimation of Nonpoint Discharge Coefficient for the Management of Total Maximum Daily Load - Rainfall Discharge Ratio on the Specific Design Flow)

  • 박준대;박주현;류덕희;정동일
    • 한국물환경학회지
    • /
    • 제24권4호
    • /
    • pp.452-457
    • /
    • 2008
  • Nonpoint source (NPS) pollution is caused by rainfall moving over and through the ground. As the runoff moves, it picks up and carries away various pollutants from NPS. The discharge pattern of NPS pollutant loads is affected by the distribution of the rainfall during the year. This study analysed relationship between the rainfall event and the stream flow rate, and estimated the rainfall discharge ratio on the specific design flow which can be used as nonpoint discharge coefficient for the estimation of NPS pollution load. It is considered that nonpoint discharge coefficient can be effectively used for the calculation of NPS pollution load at the time of water quality modelling for the management of Total maximum daily load (TMDL).

에어컨 실외기 토출그릴 형상 최적화 (A Study on the Optimization of Discharge Grille of Outdoor Unit of Air Conditioner)

  • 최석호;오세기;김현종;진근호;오시영;김병순
    • 설비공학논문집
    • /
    • 제23권11호
    • /
    • pp.726-732
    • /
    • 2011
  • The aerodynamic and aeroacoustic performance of discharge grille of outdoor unit of air-conditioner was investigated in this study. Discharge grille is one of outdoor unit's important parts to affect the flow rate and Overall Sound Pressure Level(OSPL). New type of discharge grille was suggested based on the results of numerical simulation. To simulate the flow pattern near the propeller fan, commercial flow solver FLUENT was used. Sliding mesh method was used for rotating propeller fan and initial condition for unsteady model was calculated by Multiple Reference Frame(MRF) method. To minimize the interaction noise between fan blade wake and discharge grille, new discharge grille has radial rib which is aligned with trailing edge of fan blade. And inclined radial rib was adopted for reducing flow rate drop in discharge grille. The optimization of inclined angle of radial grille was performed experimentally.

감천항의 해수유동 특성 (Flow Characteristics of Gamcheon Harbour)

  • 김기철;김재중;장필훈
    • 한국항만학회지
    • /
    • 제13권2호
    • /
    • pp.409-418
    • /
    • 1999
  • Gamcheon Bay has complicated and unique flow pattern which is affected by topography characteristics of a semi-closed bay and warm water discharge from the power plant located at the bay. It is very important to consider warm water discharge with tidal period and wind effects, which are mainly acting on the surface flow patterns in Gamcheon Bay. The results of observation show as follows; i) Because Gamcheon bay has much elongated shape to the north-south direction and narrow entrance with two separated breakwaters, the flow is very weak inside the bay. ii) The main flow path is at the west side of the bay. The direction of flood current is northward along the west side of the bay and the direction of ebb current is southward along the west side of the bay. The southward direction of warm water discharge has curved to the west side of the bay. iii)At the period of flood current for neap tide, the flow direction is southward in the bay, which is thought by the effects of warm water discharge. But at the bottom layer, the effects of tidal current reached to the middle of the bay, and showed features like eddy. iv) The wind effect is very strong, especially, prominent in the west and east side of the bay.

  • PDF

원심 압축기 임펠러 출구 유동에 관한 실험적 연구 (Experimental study on impeller discharge flow of a centrifugal compressor)

  • 신유환;김광호;손병진
    • 설비공학논문집
    • /
    • 제10권4호
    • /
    • pp.483-494
    • /
    • 1998
  • This study describes the characteristics on impeller discharge flow of a centrifugal compressor with vaneless diffuser. Distorted flow at impeller exit was investigated by measuring of unsteady velocity fluctuation using hot-wire anemometer. As a result, a wake region appears near shroud side and moves to suction side and also to hub side as flow rate decreases. Jet, wake, and their boundary region which can be defined in jet-wake flow model are clearly observed at a high flow rate for the flow coefficient of 0.64, however, as flow rate decreases to the flow coefficient of 0.19, the classification of their regions disappears. Turbulence intensity also increases as flow rate decreases. Measurement error from uncertainty analysis is estimated about 4% at the flow coefficient of 0.19

  • PDF

일 최빈유량을 이용한 유황곡선 개선방안 (Improved method of the conventional flow duration curve by using daily mode discharges)

  • 박태선
    • 한국수자원학회논문집
    • /
    • 제54권6호
    • /
    • pp.355-363
    • /
    • 2021
  • 기존의 유황곡선은 일유량의 수문학적 지속성을 고려하지 못하며, 산술평균으로 인한 일유량의 왜곡이 발생되고, 특정유량의 발생시점이나 지속기간도 알 수 없다. 본 연구에서는 매년의 일유량을 발생일자별로 정렬한 후, 일 최빈유량을 산정하고, 이들을 5일 단위로 평균하여 나타내는 일 최빈유량곡선법을 제시하였다. 4대강 본류의 상·하류 각 1곳 씩 총 8개 지점의 장기간 관측 일유량 자료를 이용하여 검토한 결과, 연중 일유량은 수문학적 지속성을 가지는 것으로 나타났다. 또한, 일 최빈유량곡선법을 이용하면 산술평균에 따른 일유량의 왜곡을 완화시킬 수 있고, 특정유량의 발생시점과 지속기간도 파악할 수 있다. 일 최빈유량곡선법은 유황분석 기준유량별(갈수유량, 저수유량, 평수유량, 풍수유량, 홍수유량)로 유용하게 활용할 수 있다.

방전가공시 측면 플래싱 장치를 활용한 가공성 향상 (Improvements of Electro Discharge Machining Process using Side flushing Devices)

  • 신승환;박근;맹희영
    • 한국공작기계학회:학술대회논문집
    • /
    • 한국공작기계학회 2003년도 추계학술대회
    • /
    • pp.334-343
    • /
    • 2003
  • The discharge gap clearly is to order and to promote the improvement of processing feature of die-sinking electro discharge machining(EDM). If creation carbon, which generated by Pyrolysis of EDM oil and processing pace power which is generated in between an electrode and a workpiece, are overproduced, they will lower the processing speed and roughness of the surface. Therefore, it is gone through an experiment and the flow analysis of EDM oil in order to improve the treatment of processing chips, which is an important problem by contriving a new flushing method. The condition of an electric discharge is not considered to be a progressing of processing. It is assumed that the flow of processing fluid is equal to the flow of processing chip, which is remaining in the discharge gap, and thus, analyzing then comparing with the data of the experiment and investigate its correlation.

  • PDF

공기 양정(air lift) 펌프를 응용한 슬러지 배출장치에 대한 연구 (Application of Air Lift Pump for Sludge Discharger)

  • 안갑환;박영식
    • 한국환경과학회지
    • /
    • 제13권10호
    • /
    • pp.929-938
    • /
    • 2004
  • Sludge discharger applied the principle of the air lift pump was investigated experimentally for the different design( diameter of discharge pipe, diameter and height of the inside and outside wall) and operating parameters(air flow rate, water level). And it was conducted that performance comparison about sludge discharger and conventional air lift pump. The result indicated that discharged liquid were increased with the increase of air flow rate and water level and decrease distance between inside and outside wall. The discharge pressure was increased with an increase of air flow rate and a decrease of the diameter of the discharge pipe, for both the sludge discharger and the airlift pump. The discharge pressures of the sludge discharger were 3-6 times higher than those of the air lift pump.

수면경사를 반영한 하천 유량산정에 관한 연구 (A Study on Development of Estimation for Discharge Rate Reflecting Water Surface Slope)

  • 추태호;홍순헌;박상진;김영환
    • 한국콘텐츠학회논문지
    • /
    • 제17권2호
    • /
    • pp.535-542
    • /
    • 2017
  • 우리나라는 갈수기와 홍수기의 유량차이가 극심하여 수자원 관리에 대한 중요성이 대두되고 있는 실정이다. 하천의 특성을 파악하기 위해 정확한 유량을 산정해야 한다. 유량을 산정하기 위해서는 유량을 구하고자 하는 하도의 단면적을 산정하고, 해당 단면에서의 유속을 측정해 연속방정식을 이용하여 유량을 산출해야 한다. 보편적으로 수위-유량관계식으로부터 유량을 산정하지만, 이 경우에는 동일한 수심 동일한 유량만을 산출할 수밖에 없다는 단점이 있다. 그래서 본 연구에서는 낙동강 교량 강창교 지점의 성서관측소의 수심과 ADVM를 이용하여 측정된 수심을 이용한 수면경사와 ADVM지점의 수심을 이용하여 유량산정식을 개발하였다. 자연하천의 흐름은 정류나 등류가 아닌 부정류 흐름이기 때문에 하상경사가 아닌 수면경사를 반영하고자 본 연구에서는 두 지점의 측정된 수심으로부터 손쉽게 유량을 산정하는 방법을 제안하였다.

ADCP를 활용한 제주 강정천의 평균유속 분포 추정 (A Study on the Mean Flow Velocity Distribution of Jeju Gangjung-Stream using ADCP)

  • 양세창;김용석;양성기;강명수;강보성
    • 한국환경과학회지
    • /
    • 제26권9호
    • /
    • pp.999-1011
    • /
    • 2017
  • In this study, the Chiu-2D velocity-flow rate distribution based on theoretical background of the entropy probability method was applied to actual ADCP measurement data of Gangjung Stream in Jeju from July 2011 to June 2015 to predict the parameter that take part in velocity distribution of the stream. In addition, surface velocity measured by SIV (Surface Image Velocimeter) was applied to the predicted parameter to calculate discharge. Calculated discharge was compared with observed discharge of ADCP observed during the same time to analyze propriety and applicability of depth of water velocity average conversion factor. To check applicability of the predicted stream parameter, surface velocity and discharge were calculated using SIV and compared with velocity and flow based on ADCP. Discharge calculated by applying velocity factor of SIV to the Chiu-2D velocity-flow rate distribution and discharge based on depth of water velocity average conversion factor of 0.85 were $0.7171m^3/sec$ and $0.5758m^3/sec$, respectively. Their error rates compared to average ADCP discharge of $0.6664m^3/sec$ were respectively 7.63% and 13.64%. Discharge based on the Chiu-2D velocity-flow distribution showed lower error rate compared to discharge based on depth of water velocity average conversion factor of 0.85.