• 제목/요약/키워드: dirac delta function

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오류 확률에 근거한 결정 궤환 방식의 통신 등화 알고리듬 (Communication Equalizer Algorithms with Decision Feedback based on Error Probability)

  • 김남용;황영수
    • 한국산학기술학회논문지
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    • 제12권5호
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    • pp.2390-2395
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    • 2011
  • 이 논문에서는, 통신 채널의 다중경로에 의한 심볼간 간섭 (ISI)과 와 임펄스 잡음을 극복하도록 하기 위해 오류 확률의 유클리드 거리를 최소화하는 결정 궤환 등화 알고리듬을 제안하였다. 오류 확률의 유클리드 거리는 오류 확률과 델타 함수의 차이로 정의하였다. 등화기 가중치에 대해 유클리드 거리를 최소화함으로써 제안한 알고리듬은 임펄스 잡음에 대한 강건성 뿐 아니라 심각한 다중경로 채널의 잔여 ISI를 제거하는 효과를 보였다.

충격성 잡음하에서 오차 분포에 기반한 알고리듬의 성능향상 (Performance Enhancement of Algorithms based on Error Distributions under Impulsive Noise)

  • 김남용;이규영
    • 인터넷정보학회논문지
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    • 제19권3호
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    • pp.49-56
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    • 2018
  • 오차 신호에 대해 가우시안 커널이 가지는 과도신호 차단효과를 기반으로 설계된 오차분포와 델타함수 사이의 유클리드 거리(ED)가 충격성 잡음하에서 효과적인 성능준거로 사용되어왔다. ED의 최소화 과정에서 필요한 기울기는 두 가지 성분, 즉, 오차 쌍의 커널함수에 대한 성분$A_k$와 오차 샘플 자체의 커널함수에 대한 성분 $B_k$를 가진다. 이 논문에서는 성분 $A_k$가 오차 샘플들을 서로 결집시키는 역할과 관련되어 있으며, 성분 $B_k$는 오차샘플들의 결집위치가 영(0)이 되는 문제와 관련되어 있다고 분석되었다. 이 분석에 기반하여, 이 논문에서는 오차 샘플간 간격을 좁히는 역할을 강화하고자 $A_k$를 커널 통과된 오차쌍의 전력으로 정규화하고, 오차 샘플들을 0점에 당기는 역할을 강화하고자 $B_k$를 커널 통과된 오차샘플 자체의 전력으로 정규화하는 방안을 제안하였다. 충격성 잡음과 다중경로 페이딩 채널 환경하에서 시뮬레이션을 시행하여, 정상상태의 MSE 가지는 흔들림 정도와 최소 MSE 값을 비교 분석하였다. 그 결과, 제안된 방식이 가지는 효용성과 두 성분의 역할이 분석과 일치함이 규명되었다.

Analysis of Nutrient Dynamics and Development of Model for Estimating Nutrient Loading from Paddy Field

  • Jeon, Ji-Hong;Yoon, Chun-G.;Hwang, Ha-Sun;Jung, Kwang-Wook
    • 한국농공학회지
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    • 제45권7호
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    • pp.57-69
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    • 2003
  • To evaluate nutrient dynamics with different fertilization in paddy field and develop water quality model, mass balance analysis was performed during growing season of 2001-2002 in field experimental plots irrigated with groundwater. As a result of water balance analysis, most of outflow was surface drainage as about half of total outflow and about 500mm was lost by evapotranspiration. The water budget was well balanced. The runoff from paddy field was influenced by rainfall and forced drain. Especially runoff during early cultural periods more depends on the forced drain. As a result of mass balance analysis, most of nutrient was input by fertilization and lost by plant uptake. Significant amount of nitrogen were supplied by precipitation and input from upper paddy field, comprising 12%∼28% of total inflow. Nutrient loading by surface drainage was occurred showing about 15%∼29% for T-N and 6%∼13% for T-P. The response of rice yield with different fertilization was not significant in this study. Water quality model for paddy field developed using Dirac delta function and continuous source was calibrated and validated to surface water quality monitoring data. It demonstrates good agreement between observed and simulated. The nutrient concentration of surface water at paddy field was significantly influenced by fertilization. During early cultural periods when significant amount of fertilizer was applied, surface drainage from paddy field can cause serious water quality problem. Therefore, reducing surface drainage during fertilization period can reduce nutrient loading from paddy fields. Shallow irrigation, raising the weir height in diked rice fields, and minimizing forced surface drainage are suggested to reduce surface drainage outflow.

Numerical study on the mitigation of rain-wind induced vibrations of stay cables with dampers

  • Li, Shouying;Wu, Teng;Li, Shouke;Gu, Ming
    • Wind and Structures
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    • 제23권6호
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    • pp.615-639
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    • 2016
  • Although the underlying mechanism of rain-wind induced vibrations (RWIVs) of stay cables has not been fully understood, some countermeasures have been successfully applied to mitigating this kind of vibration. Among these, installing dampers near the bridge deck was widely adopted, and several field observations have shown its effectiveness. In this study, the effectiveness of dampers to RWIVs of stay cables is numerically investigated comprehensively by means of finite difference method (FDM). Based on the free vibration analysis of a taut string, it is found that the 3-points triangle scheme, which can be easily implemented in FDM, can offer an excellent approximation of the concentrated damping coefficient (expressed as a Dirac delta function) at the location where the damper is installed. Then, free vibration analysis of a 3-D continuous stay cable attached with two dampers is carried out to study the relationship of modal damping ratio and damping coefficient of the dampers. The effects of orientation of the dampers and cable sag on the modal damping ratio are investigated in detail. Finally, the RWIV response of a 3-D continuous stay cable attached with two dampers is examined. The results indicate that 0.5% of damping ratio is sufficient to reduce the RWIV vibration of the Cable A20 on the No.2 Nanjing Bridge over Yangtze River.