• 제목/요약/키워드: flows

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STABILITY OF RICCI FLOWS BASED ON KILLING CONDITIONS

  • Zhao, Peibiao;Cai, Qihui
    • 대한수학회지
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    • 제46권6호
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    • pp.1193-1206
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    • 2009
  • C. Guenther studied the stability of DeTurck flows by using maximal regularity theory and center manifolds, but these arguments can not solve the stability of Ricci flows because the Ricci flow equation is not strictly parabolic. Recognizing this deficiency, the present paper considers and obtains the stability of Ricci flows, and of quasi-Ricci flows in view of some Killing conditions.

CFD MODELING VEGETATED CHANNEL FLOWS: A STATE-OF-THE-ART REVIEW

  • Choi Sung-Uk;Yang Won-Jun
    • Water Engineering Research
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    • 제6권3호
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    • pp.101-112
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    • 2005
  • This paper presents the state of the art of the CFD applications to vegetated open-channel flows. First, important aspects of the physics of vegetated flows found through the laboratory experiments are briefly reviewed. Then, previous CFD applications to one-dimensional vertical structure, partly-vegetated flows, compound open-channel flows with floodplain vegetation, and fully three-dimensional numerical simulations are reviewed. Finally, topics for further researches such as relationship between the resistance and flexural rigidity, additional drag due to foliages, and melting the experience of CFD with the depth-averaged modeling, are suggested.

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Technique for Estimating the Number of Active Flows in High-Speed Networks

  • Yi, Sung-Won;Deng, Xidong;Kesidis, George;Das, Chita R.
    • ETRI Journal
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    • 제30권2호
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    • pp.194-204
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    • 2008
  • The online collection of coarse-grained traffic information, such as the total number of flows, is gaining in importance due to a wide range of applications, such as congestion control and network security. In this paper, we focus on an active queue management scheme called SRED since it estimates the number of active flows and uses the quantity to indicate the level of congestion. However, SRED has several limitations, such as instability in estimating the number of active flows and underestimation of active flows in the presence of non-responsive traffic. We present a Markov model to examine the capability of SRED in estimating the number of flows. We show how the SRED cache hit rate can be used to quantify the number of active flows. We then propose a modified SRED scheme, called hash-based two-level caching (HaTCh), which uses hashing and a two-level caching mechanism to accurately estimate the number of active flows under various workloads. Simulation results indicate that the proposed scheme provides a more accurate estimation of the number of active flows than SRED, stabilizes the estimation with respect to workload fluctuations, and prevents performance degradation by efficiently isolating non-responsive flows.

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Large Flows Detection, Marking, and Mitigation based on sFlow Standard in SDN

  • Afaq, Muhammad;Rehman, Shafqat;Song, Wang-Cheol
    • 한국멀티미디어학회논문지
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    • 제18권2호
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    • pp.189-198
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    • 2015
  • Despite the fact that traffic engineering techniques have been comprehensively utilized in the past to enhance the performance of communication networks, the distinctive characteristics of Software Defined Networking (SDN) demand new traffic engineering techniques for better traffic control and management. Considering the behavior of traffic, large flows normally carry out transfers of large blocks of data and are naturally packet latency insensitive. However, small flows are often latency-sensitive. Without intelligent traffic engineering, these small flows may be blocked in the same queue behind megabytes of file transfer traffic. So it is very important to identify large flows for different applications. In the scope of this paper, we present an approach to detect large flows in real-time without even a short delay. After the detection of large flows, the next problem is how to control these large flows effectively and prevent network jam. In order to address this issue, we propose an approach in which when the controller is enabled, the large flow is mitigated the moment it hits the predefined threshold value in the control application. This real-time detection, marking, and controlling of large flows will assure an optimize usage of an overall network.

Machine Learning Aided Tracking Analysis of Haze Pollution and Regional Heterogeneity

  • Gu, Fangfang;Jiang, Keshen;Cao, Fangdong
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • 제15권6호
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    • pp.2031-2048
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    • 2021
  • Not only can air pollution reduce the overall competitiveness of tourist destinations, but also changes tourists' travel decisions, thereby affecting the tourism flows. The study presents a machine learning method to analyze how the haze pollution puts spatial effect on tourism flows in China from 2001 to 2018, and reveals the regional differences in heterogeneity among eastern, central, and western China. Our investigation reveals three interesting observations. First, the Environmental Kuznets Curve of the impact of haze pollution on tourism flows is not significant. In the eastern and western regions, the interaction between haze pollution and domestic tourism flows as well as inbound tourism flows shows an inverted U-shaped curve respectively. Second, there is an significantly positive spillover effect of tourism flows in all of the eastern, central, and western regions. As to the intensity of spillover, domestic tourism flows is higher than that of the inbound tourism flows. Both of the above figures are greatest in the eastern. Third, the Chinese haze pollution mainly reduces the inbound tourism flows, and only imposes significantly negative direct effects on the domestic tourism flows in the central region. In the central and eastern regions, significantly negative direct effects and spillover effects are exerted on inbound tourism.

A Multivariate Model Development for Strem Flow Generation

  • Jeong, Sang-Man
    • Korean Journal of Hydrosciences
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    • 제3권
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    • pp.105-113
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    • 1992
  • Various modeling approaches to study a long term behavior of streamflow or groundwater storage have been conducted. In this study, a Multivariate AR (1) Model has been applied to generate monthly flows of the one key station which has historical flows using monthly flows of the three subordinate stations. The Model performance was examined using statistical comparisons between the historical and generated monthly series such as mean, variance, skewness. Also, the correlation coefficients (lag-zero, and lag-one) between the two monthly flows were compared. The results showed that the modeled generated flows were statistically similar to the historical flows.

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지속가능한 물 관리를 위한 환경유량의 기능정립에 관한 연구 (Function of Environmental Flows for Sustainable Water Resources Management)

  • 최지용
    • 환경정책연구
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    • 제6권2호
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    • pp.47-70
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    • 2007
  • 최근 들어 환경생태의 중요성 인식과 풍요롭고 환경적으로 안정된 생활을 영위하고자 하는 국민들의 욕구가 증대하고 있다. 이에 따라 물을 대하는 국민의 요구도 수질 및 수량관리에서 한 걸음 더 나아가 하천의 생태계를 보전하고 하천의 정상적인 기능을 회복시켜 건전한 하천환경 유지에 대한 수요도 증가하고 있다. 이러한 국민의 요구에 부응할 수 있도록 환경유량에 대한 개념을 정립하여 하천관리는 환경유량과 연계하여 취수를 허락하고, 자연에 가깝게 생태계를 보전하고 관리하여야 한다. 우리나라에서 환경유량은 하천관리 측면에서의 하천유지용수 개념으로 도입되었다. 우리나라에서 하천유지용수 산정은 아직도 인간 위주의 용수이용기능을 중점적으로 고려한 것으로 순수한 환경유량의 의미로서 환경생태적 관점에서 정의되고 강조되지 못했다. 환경유량은 하천유지용수에서 더 발전하여 생태계의 건전성 유지에 강조를 둔 새로운 개념으로 전환되어야 한다. 즉, 환경유량은 하천의 기능과 하천이 가지는 본래의 가치를 유지하기 위해 필요한 유량으로 정의하고 이는 각종 경제활동 유지를 위한 용수 공급, 위락, 심미, 수질, 수력발전, 주운 등을 위한 용수와 동일가치 또는 그 이상에서 고려하여야 한다.

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DISCRETE PARTICLE SIMULATION OF DENSE PHASE PARTICULATE FLOWS

  • Tsuji Y.
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2005년도 추계 학술대회논문집
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    • pp.11-19
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    • 2005
  • First, methods of numerical analysis of gas-particle flows is classified into micro, meso and macro scale approaches based on the concept of multi-scale mechanics. Next, the explanation moves on to discrete particle simulation where motion of individual particles is calculated numerically using the Newtonian equations of motion. The author focuses on the cases where particle-to-particle interaction has significant effects on the phenomena. Concerning the particle-to-particle interaction, two cases are considered: the one is collision-dominated flows and the other is the contact-dominated flows. To treat this interaction mathematically, techniques named DEM(Distinct Element Method) or DSMC (Direct Simulation Monte Carlo) have been developed DEM, which has been developed in the field of soil mechanics, is useful for the contact -dominated flows and DSMC method, developed in molecular gas flows, is for the collision-dominated flows. Combining DEM or DSMC with CFD (computer fluid dynamics), the discrete particle simulation becomes a more practical tool for industrial flows because not only the particle-particle interaction but particle-fluid interaction can be handled. As examples of simulations, various results are shown, such as hopper flows, particle segregation phenomena, particle mixing in a rotating drum, dense phase pneumatic conveying, spouted bed, dense phase fluidized bed, fast circulating fluidized bed and so on.

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개선된 Elephant Flows 발견 알고리즘 (An improved algorithm for Detection of Elephant Flows)

  • 정진우;최윤기;손성훈
    • 한국통신학회논문지
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    • 제37B권9호
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    • pp.849-858
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    • 2012
  • 본 논문에서는 빠르고 정확하게 elephant flow를 발견할 수 있는 알고리즘을 제시한다. 최근 인터넷 사용자의 증가와 다양한 응용 프로그램의 등장으로 인하여, 네트워크 트래픽의 대규모화가 급속히 진행되고 있는 추세이다. 이러한 변화에 따라 네트워크 대역의 상당 부분을 점유하는 elephant flow 가 자주 발생하게 되었다. Elephant flow는 인터넷 트래픽의 관리 (management) 및 서비스 측면에서 네트워크 대역 (network bandwidth)의 불공평한 사용 문제를 유발한다. 본 논문에서는 Elephant flow를 발견하는 방법들 중 하나인 기존 Landmark-LRU 기법에 간단한 메커니즘을 추가시켜, 발견율을 크게 증가시키는 방법을 제시하였다. 그리고 제안하는 개선안을 실제 네트워크에서 추출한 트레이스 (network traces)에 적용하는 시뮬레이션을 통하여 평가하였다. 그 결과로 우리가 제시하는 개선 알고리즘이 효율적인 메모리 비용을 유지하면서 Landmark-LRU 기법보다 더 정확하게 elephant flow를 발견하는 것을 확인할 수 있었다.

설계갈수량의 유도를 위한 수문통계학적 연구 (I) (Statistical Studies on the Derivation of Design Low Flows (I))

  • 이순혁;박영근;박종근
    • 한국농공학회지
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    • 제34권3호
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    • pp.43-52
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    • 1992
  • Design low flows were derived from the decision of a best fitting probability distribution and of an optimum transformation method can be contributed to the planning of water utilization and management of various hydraulic structures during dry season in the main river systems in Korea. The results were analyzed and summarized as follows. 1.Basic statistics for the selected watersheds were calculated as one of means for the analysis of extremal distribution. 2.Parameters for the different frequency distributions were calculated by the method of moment. 3.Type m extremal distribution was confirmed as a best one among others for the frequency distribution of the low flows by x$^2$ goodness of fit test. 4.Formulas for the design low flows of the Type m extremal distribution with two and three parameters were dervied for the selected watersheds. 5.Design low flows for the Type m extremal distribution when a minimum drought is zero or larger than zero were derived for the selected watersheds, respectively. 6.Design low flows of the Type m extremal distribution with two parameters are appeared to be reasonable when a minimum drought approaches to zero and the observed low flows varied within a relating small range while those with three parameters are seemed to be consistent with the probability distribution of low flows when a minimum drought is larger than zero and the observed low flows showed a wide range.

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