• 제목/요약/키워드: Bed load

검색결과 268건 처리시간 0.029초

간섭부하 개념을 이용한 주파수 공동사용 기술의 성능비교 및 검증 (Performance Comparison and Its Verification of Spectrum Sharing Technologies Using Interference Load Concept)

  • 이상준;엄중선;윤현구;장병준
    • 한국전자파학회논문지
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    • 제28권3호
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    • pp.177-185
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    • 2017
  • 본 논문에서는 비면허 대역 무선기기에 사용되는 주파수 공동사용 기술의 성능을 비교 분석할 수 있는 간섭부하 개념을 제안하였다. 간섭부하 개념은 다양한 주파수 공동사용 기술, 즉 주파수 호핑(FH: Frequency Hopping), 듀티 사이클(DC: Duty Cycle), 송신전 감지 기술을 사용하는 무선기기가 타 무선기기에 간섭을 주는 정도를 정량적으로 비교할 수 있다. 따라서 주파수 공동사용 기술기준이 일관되고 합리적으로 제정되었는지 평가하는데 도움을 줄 수 있다. 제안한 개념을 검증하기 위하여 다양한 2.4 GHz 대역의 무선기기의 주파수 공동사용 성능을 비교분석하였다. 또한, 실시간 테스트베드를 구축하고, FH과 DC의 경우, 기술기준에 따른 비트 오류 확률을 비교실험하였다. 실험 결과, 10개 채널을 FH하는 것과 10 % DC이 동일한 오류 확률을 가짐을 확인함으로써 본 논문에서 제안한 개념의 타당성을 확인하였다.

터보과급 디젤기관의 과도운전시 응답성능에 관한 연구 (A Study on the Response Performances under Transient Operating Conditions in a Turlblocharged Diesel Engine)

  • 최낙정;이창식
    • 대한기계학회논문집
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    • 제16권8호
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    • pp.1575-1582
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    • 1992
  • 본 연구에서는 정상운전 중인 4사이클 6실린더 터보과급 디젤기관에 갑자기 큰 부하가 작용하였을 경우, 기관 및 과급기 관성 모멘트의 변화가 기관과 과급기의 실제 회전속도, 압축기 압력비, 실린더내 공기유량, 연소효율, 배기온도 등의 과도 응 답성능에 미치는 영향을 시뮬레이션해석과 실험을 통하여 규명하였다.

도시유역에 대한 토사유출량 모의기법 적용성 검토 (Application of Sediment Yield Estimation Methods for an Urbanized Basin)

  • 손광익;노진욱
    • 한국수자원학회논문집
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    • 제42권9호
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    • pp.737-745
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    • 2009
  • 국내 도시화 시험유역에 대한 기존 토사유출공식의 적용 가능성을 검토하기 위해 도시 시험유역의 실측자료와 모의기법 적용결과를 비교.분석하였다. 적용된 토사유출량 산정 모의공식으로는 개정범용토양손실공식(RUSLE - Revised Universal Soil Loss Equation), 수정범용토양손실공식(MUSLE - Modified Universal Soil Loss Equation)을 활용하였다. 시험유역은 유역면적 약 3.81 $km^2$로 면적대비 56 % 정도가 도로 및 포장 등으로 도시화가 진행된 도시 시험유역을 선정하여 자동 강우 및 수위계측기를 이용하여 지난 3년간 연속적으로 수문자료를 축적하였다. 또한 계측지점에서의 유출량별 소류사 및 부유사 실측을 통하여 유량-유사량 관계곡선을 개발한 후 호우사상별 유역으로 부터의 토사유출량을 산정하였다. 실측된 강우 및 유량 자료를 활용하여 모의한 토사유출량과 실측한 토사유출량을 비교한 결과 RUSLE를 적용한 모의결과가 실측 토사유출량과 근접한 결과를 제시하였으나 상관계수가 낮아 적용에 세심한 주의가 요구됨을 알 수 있었다. 반면, 실제 유출수문곡선을 MUSLE기법에 적용하여 모의한 토사유출량과 실측 토사유출량의 상관관계는 우수한 예측결과를 보였으나 보정계수의 적용이 필요함을 확인하였다.

기초지반의 지지력보강공법에 관한 연구 (Studies on the Development of Bearing Capacity Reinforcement for the Foundation of Soil)

  • 유동환;최예환;유연택
    • 한국농공학회지
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    • 제30권1호
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    • pp.38-49
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    • 1988
  • This paper presented as follows results of laboratory model tests with various shaped footings on soil bed reinforced with the strips on the base of behaviour of soil structure according to the loads and triaxial test results reinforced with geotextiles. Their parameters studied were the effects on the bearing capacity of a footing of the first layer of reinforcement, horizontal and vertical spacing of layers, number of layers, tensile strength of reinforcement and iclination load to the vertical 1.Depending on the strip arrangement, ultimate bearing capacity values could be more improved than urreinforced soil and the failure of soil was that the soil structure was transfered from the macrospace to microspase and its arrangement, from edge to edge to face to face. 2.The reinforcement was produced the reinforcing effects due to controlling the value of factor of one and permeable reinforcement was never a barrier of drainage condition. 3.Strength ratio was decreased as a linear shape according to increment of saturation degree of soil used even though at the lower strength ratio, the value of M-factor was rot influenced on the strength ratio but impermeable reinforcement decreased the strength of bearing capacity. 4.Ultimate bearing capacity under the plane-strain condition was appeared a little larger than triaxial or the other theoretical formulars and the circular footing more effective. 5.The maximum reinforcing effects were obtained at U I B=o.5, B / B=3 and N=3, when over that limit only acting as a anchor, and same strength of fabric appeared larger reinforcing effects compared to the thinner one. 6.As the LDR increased, more and more BCR occurred and there was appeared a block action below Z / B=O.5, but over the value, decrement of BCR was shown linear relation, and no effects above one. 7.The coefficient of the inclination was shown of minimum at the three layers of fabrics, but the value of H / B related to the ultimate load was decreased as increment of inclination degree, even though over the value of 4.5 there wasn't expected to the reinforcing effects As a consequence of the effects on load inclination, the degree of inclination of 15 per cent was decreased the bearing capacity of 70 per cent but irnproved the effects of 45 per cent through the insertion of geotextile.

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직접분사식 압축점화 디젤엔진의 연소 및 배기특성에 관한 연구 (A Study on Combustion and Emission Characteristics in Compression Ignition CRDI Diesel Engine)

  • 김기복;최일동;하지훈;김치원;윤창식
    • 한국산업융합학회 논문집
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    • 제17권4호
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    • pp.234-244
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    • 2014
  • Recently it has been focused that the automobile engine has developed in a strong upward tendency for the use of the high viscosity and poorer quality fuels in achieving the high performance, fuel economy, and emission reduction. Therefore it is not easy to solve the problems between low specific fuel consumption and exhaust emission control at motor cars. In this study, it is designed and used the engine test bed which is installed with turbocharger and intercooler. In addition to equipped using CRDI by controlling injection timing with mapping modulator, it has been tested and analyzed the engine performance, combustion characteristics, and exhaust emission as operating parameters, and they were engine speeds(rpm), injection timing(bTDC), and engine load(%). From the result of an experimental analysis, peak cylinder pressure and the rate of pressure rise were increased, and the location of it was closer toward top dead center according to the increasing of engine speed and load, and with advancing injection timing. The combustion characteristics are effected by fuel injection timing due to be enhanced the mass burned fraction. Using the engine dynamometer for analyzing the engine performance, the engine torque and power have been enhanced according to advancing the fuel injection timing. In analyzing of exhaust emission, there has been a trade-off between PM and NOx with increasing of engine speed and load, and with advanced injection timing. The experimental data are shown that the formation of NOx has increased and PM, vice versa.

소류사 실측에 의한 총유사량 산정 (Computation of Total Sediment Discharge with Measured Bed Load)

  • 강규상;이연길;이진원;정성원
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2009년도 학술발표회 초록집
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    • pp.747-751
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    • 2009
  • 국내에서 비교적 널리 이용되고 있는 유사량 모형의 특성을 파악하기 위해 낙동강 유역에 위치한 왜관 수위관측소에서 부유사, 소류사, 하상토를 각각 채취하였다. 총유사량 산정을 위해 이용된 자료는 부유사, 소류사, 하상토, 수리량 등이며, 이로부터 실측 유사량과 모의 유사량을 산정하였다. 본 연구에서는 실측 총유사량(세류사량 제외)을 부유사량과 소류사량의 합으로 산정하였으며, 추정 값은 Modified Einstein(1955), Engelund & Hansen(1967), Yang(1973, 1979), Ackers & White(1973)의 모형으로 각각 모의하였다. 실측치와 모의치를 비교 분석한 결과, Ackers & White에서 비교적 가장 낮은 불일치율을 보였으며, Engelund & Hansen, Yang, Modified Einstein의 모의 결과는 Ackers & White 보다 높은 불일치율을 보였다. 또한 불일치율이 가장 낮은 모델을 이용하여 유랑-유사량관계곡선식을 개발하였으며, 개발된 곡선식을 이용하여 연간 총유사량과 비유사량을 추정하였다.

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대량의 발신 호를 지원하는 음성 메시지 시스템 (Voice Message System Supporting Massive Outbound Call)

  • 김정곤
    • 대한음성학회지:말소리
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    • 제49호
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    • pp.77-94
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    • 2004
  • In this paper, new voice message system supporting massive outbound call is proposed. Basic idea of the proposed system is to pre-process all the text-to-speech conversion process, mixing of text and attached music file and to store the results of pre-process in the cache server which is connected to the IVR. New voice message system is optimized for the voice message system supporting massive outbound call by distributing the load of the web server caused by server-side script implementation which is accessing database and generating dynamic Voice XML document over client module and server module of web server. The proposed voice message system was test-deployed in one domestic voice message application service provider and it is shown that proposed voice message system reduced the response latency problem of test-bed voice message system.

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육상양식장 배출수내 생물학적 질소처리시 수리학적 체류시간의 영향 (Effect of Hydraulic Retention Time on Biological Nitrogen Removal in Land-based Fish Farm Wastewater)

  • 박노백
    • 한국수산과학회지
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    • 제50권3호
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    • pp.250-256
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    • 2017
  • This study investigated the removal efficiency of organic matter and nitrogen from fish farm effluent by hydraulic retention time (HRT) using an upflow biological filter (ANR system) reactor. The recycling time and influent flow in the reactor were controlled to 14.8, 7.4, 5.5 and 3.2 h to evaluate HRT. In addition, each reactor was coupled to a fixed bed upflow filter charged with media. The results showed that removal efficiency was ${\geq}95%%$ with an HRT of 5.5 h, and nitrification efficiency was reduced to 81% with an HRT of 3.2 h, although nitrification efficiency temporarily decreased due to the shock load as HRT decreased. Total nitrogen removal rate was also reduced to about 65% with an HRT of 3.2 h, which was considered a washout effect of nitrifying and denitrifying microorganisms by increasing the shearing force to the filter media, which decreased organic matter and nitrogen removal efficiency.

50kW 풍력발전기의 출력 성능에 관한 연구 (A study of Power Performance for 50kW Wind Turbine)

  • 김형길;공정식;권기진;오진훈;문채주
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2015년도 제46회 하계학술대회
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    • pp.1068-1069
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    • 2015
  • Wind turbines have an enormous potential for decentralized electricity generation. In recent years, there has been an increasing worldwide interest in small/medium wind systems. This paper presents the results of power performance testing conducted on a 50 kW turbine located in Yeonggwang test-bed. The turbine system is a pitch, active yaw, variable speed, upwind, three blade with a direct drive PMSG. This thesis covers the operation of variable speed wind turbines with pitch-yaw control. The system considered is controlled to generate maximum energy while minimizing loads. The data include power, wind speed, and direction from meteorological towers, and nacelle anemometer readings and output from turbine. The analysis concentrates on the effect of the load on the power-wind speed curve of the turbine.

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명시적 주파수종속 2차원 무한요소를 사용한 지반-구조물 상호작용의 시간영역해석 (Soil-Structure Interaction Analysis in the Time Domain Using Explicit Frequency-Dependent Two Dimensional Infinite Elements)

  • 윤정방;김두기
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1997년도 가을 학술발표회 논문집
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    • pp.42-49
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    • 1997
  • In this paper, the method for soil-structure interaction analyses in the time domain is proposed. The far field soil region which is the outside of the artificial boundary is modeled by using explicit frequency-dependent two dimensional infinite elements which can include multiple wave components propagating into the unbounded medium. Since the dynamic stiffness matrix of the far field soil region using the proposed infinite elements is obtained explicitly in terms of exciting frequencies and constants in the frequency domain, the matrix can be easily transformed into the displacement unit-impulse response matrix, which corresponds to a convolution integral of it in the time domain. To verify the proposed method for soil-structure interaction analyses in the time domain, the displacement responses due to an impulse load on the surface of a soil layer with the rigid bed rock are compared with those obtained by the method in the frequency domain and those by models with extend finite element meshes. Good agreements have been found between them.

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