• Title/Summary/Keyword: 감소 지수 파라메타

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A Performance Improvement of Resource Prediction Method Based on Wiener Model in Wireless Cellular Networks (무선 셀룰러 망에서 위너모델에 기초한 자원예측 방법의 성능개선)

  • Lee Jin-Yi
    • The KIPS Transactions:PartC
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    • v.12C no.1 s.97
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    • pp.69-76
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    • 2005
  • To effectively use limited resources in wireless cellular networks it is necessary to predict exactly the amount of resources required by handoff calls at a future time. In this paper we propose a method which predicts the amount of resources needed by handoff calls more accurately than the existing method based on Wiener processes. The existing method uses the current demands to predict future demands. Although this method is much simpler than using traffic information from neighbor cells, its prediction error increases as time elapses, leading to waste of wireless resources. By using an exponential parameter to decrease the magnitude of error over time, we show in simulation how to outperform the existing method in resource utilization as well as in prediction of resource demands.

Hydraulic Characteristics of Two Types of Pyramid-Shaped Artificial Reefs (피라미드형 패조류용 어초의 수리학적 특성)

  • Sohn, Byung-Kyu;Lee, Jeong-Woo;Yi, Byung-Ho;Yoon, Han-Sam
    • Journal of Advanced Marine Engineering and Technology
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    • v.34 no.5
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    • pp.725-734
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    • 2010
  • This study conducted hydraulic testing to assess the stability of two types of pyramid-shaped artificial reefs (ARs) constructed to promote the growth of shellfish and seaweed. Previous theoretical and hydraulic experimental studies have clearly demonstrated Froude similitude. The results of this study revealed that some dimensionless design parameters affected the stability of both types of artificial reefs under various wave and current field conditions (e.g., surf similarity parameters, water particle velocity, wave pressure). In the fixed bed condition, the dimensionless water particle velocity based on the surf similarity parameter was large (about 0.4), and in the moveable bed condition, the relative water depth based on the dimensionless wave pressure was low (about 0.11). In addition, horizontal wave pressure and uplift pressure varied by relative water depth, demonstrating the tendency for wave pressure to decrease linearly with increased relative depth. These findings indicate that the development of more stable design technology forartificial reefs should be based on long-term data and additional study of sliding due to wave action. The findings also highlight the importance of hydraulic experiments in solving problems that have emerged in the design and construction of artificial reefs.