• Title/Summary/Keyword: Overflow

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Fast Simulation of Overflow Probabilities in Multiclass Queues

  • Lee, Ji-Yeon;Bae, Kyung-Soon
    • Communications for Statistical Applications and Methods
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    • v.14 no.2
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    • pp.287-299
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    • 2007
  • We consider a multiclass queue where queued customers are served in their order of arrival at a rate which depends on the customer type. By using the asymptotic results obtained by Dabrowski et al. (2006) we calculate the sharp asymptotics of the stationary distribution of the number of customers of each class in the system and the distribution of the number of customers of each class when the total number of customers reaches a high level before emptying. We also obtain a fast simulation algorithm to estimate the overflow probability and compare it with the general simulation and asymptotic results.

Bund Collapse in Sloping Paddy Area by a Heavy Rainfall -Case Study for Dongrim-ri in Chungbuk Province- (집중호우에 의한 경사지논의 논둑붕괴 -충북 청원군 옥산면 동림리의 사례-)

  • 김진수
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.38 no.5
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    • pp.55-63
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    • 1996
  • The situation and cause of bund collapse in steep sloping paddy area by a heavy rainfall of Chungbuk Province were investigated by field surveys. Shapes of paddy plots are irregular and average size of them is 12.6a. Surface, groundwater and plot-to-plot irrigations are being carried out in the study plots. The type of bund collapse can be divided as follows: overflow type and inundation type. The overflow type generally occurs at the bund with slope lacking the design standard. The inundation type damages paddy plots more seriously than the overflow type. It induces continuous bund collapse from a inflow-plot to a outflow-plot and includes lots of type (inside paddy) collapse, which results in much subsoil erosion. The installation of mountain stream weir and maintenance of mountain stream are proposed to prevent the inundation type collapse.

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Distribution of average intervent times between adjacent rainfall events for overflow risk-based design of storm-water infiltration basin (월류위험도 기반 침투형저류지 설계를 위한 평균무강우지속시간도 작성)

  • Kim, Dae Geun;Park, Sun Jung
    • Journal of Korean Society of Water and Wastewater
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    • v.22 no.2
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    • pp.195-203
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    • 2008
  • This study collected the latest 30-year (1976~2005) continuous rainfall data hourly recorded at 61 meterological observatories in Korea. The continuous rainfall data was divided into individual rainfall events. In addition, distribution charts of average intervent times between adjacent rainfall events were created to facilitate the application to the overflow risk-based design of storm-water infiltration basin. This study shows that the one-parameter exponential distribution is suitable for the frequency distribution of the average intervent times for the domestic rainfall data. Distribution charts of the average intervent times were created for 4 hour and 6 hour of storm separation time, respectively. The inland Gyeongsangbuk-do and Western coastal area had relatively longer average intervent times, whereas Southern coastal area and Jeju-do had relatively shorter average intervent times.

An Experimental Study on the Cut off Performance Test of Cut off Type Overflow Valve in L.P Gas (과류(過流) 차단형(遮斷型) 액화(液化) 석유(石油)가스 용기용(容器用) 밸브의 차단(遮斷) 성능(性能) 시험(試驗)에 관(關)한 실험적(實驗的) 연구(硏究))

  • LEE, JIN
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.4 no.2
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    • pp.116-122
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    • 1992
  • The purpose of this paper is to determine the cut off flowrate regions of the overflow valve in using L.P gas vassels. The experimental methods were employed to measure the cut off flowrate in the state of constant pressure by using the $N_2$ gas. 1) To determine the optimum cut off flowrate regions, Hose length are required 0.5 meters. 2) Cut off fowrate regions about the each pressure can be suggested as follows. A) Cut off flowrate rigions are $2.0-4.0m^3/hr$ at the pressure of the $1Kg_f/cm^2$. B) Cut off flowrate rigions are$7.0-10.0m^3/hr$ at the pressure of the $10Kg_f/cm^2$.

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Contrast Enhancement with Bin Underflow and Bin Overflow (Bin Underflow Bin Overflow를 이용한 Contrast Enhancement)

  • Oh, Jae-Hwan;Kang, Hyun;Yang, Seung-Joon
    • Proceedings of the IEEK Conference
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    • 2003.07e
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    • pp.1719-1722
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    • 2003
  • Image enhancement를 하기 위한 영상처리 알고리즘 중의 하나인 contrast enhancement 알고리즘은 화면의 flickering 과 같은 부작용과 조절 가능한 contrast enhancement rate 에 대한 구현의 어려움 등으로 실제 TV와 같은 동영상에 적용하기에 어려움이 있었다. 본 논문에서는 Bin Underflow Bin Overflow(BUBO)를 이용하여 동영상에 적용할 경우에도 flickering 등의 부작용이 생기지 않으며 contrast enhancement rate 을 조절할 수 있는 효율적인 알고리즘을 제안한다. 또한 이와 관련하여 영상의 휘도 레벨에 있어서 어두운 영역의 계조와 밝은 영역의 계조를 향상시킬 수 있는 black/white level stretch 알고리즘과 전체 화면의 출력 휘도 레벨에 대한 dynamic range를 유지하면서 brightness를 조절할 수 있는 알고리즘을 제안한다.

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A Study on Hacking Attack using Buffer Overflow and Strategy to Avoid the Attack (버퍼넘침(buffer overflow)을 사용한 해킹공격 기법 및 예방 방안)

  • Lee, Hyung-Bong;Park, Hyun-Mee;Park, Jeong-Hyun
    • Proceedings of the Korea Information Processing Society Conference
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    • 2000.10a
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    • pp.129-132
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    • 2000
  • 버퍼넘침(buffer overflow)은 특정 프로그램 언어에서 발생하는 배열의 경계파괴 현상을 말한다. 그 대표적인 언어로서 C/C++을 들 수 있는데. 이들 언어는 기본적으로 스트링(문자열)을 정의함에 있어서 크기속성을 배제하고 끝을 의미하는 종료문자(delimiter character. NULL)를 사용함으로써 배열(버퍼)의 경계침범 가능성을 허용하고 있다. 이 때 스택영역에 할당된 버퍼가 넘친다면, 주변에 위치한 지역변수, 레지스터 보관, 복귀주소 둥의 값이 변질되어 원래의 의도된 제어흐름을 보장할 수 없게 된다. 특히 복귀주소 부분을 의도적으로 침범하여 특정 값을 덮어쓸 수 있다면 해당 프로그램의 동작을 인위적으로, 그리고 자유롭게 변경할 수 있게 된다. 본 논문에서는 이와 같은 스택영역에서의 버퍼넘침을 사용한 제어흐름 변경 해킹기법의 과정을 현존하는 UNIX 시스템 및 C/C++ 언어를 이용하여 살펴보고 대응방향을 모색한다.

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A Study on Hacking Attack using Buffer Overflow and Strategy to Avoid the Attack (버퍼넘침(buffer overflow)을 이용한 해킹 공격기법 및 예방방안)

  • 이형봉;차홍준
    • Proceedings of the Korean Information Science Society Conference
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    • 2000.10a
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    • pp.653-655
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    • 2000
  • 버퍼넘침(buffer overflow)은 특정 프로그램 언어에서 발생하는 배열의 경계파괴 현상을 말한다. 그 대표적인 언어로서 C/C++을 들 수 있는데, 이들 언어는 기본적으로 스트링(문자열)을 정의함에 있어서 크기속성을 배제하고 끝을 의미하는 종료문자(delimiter character, NULL)을 사용함으로써 배열(버퍼)의 경계침범 가능성을 허용하고 있다. 이때 스택영역에 할당된 버퍼가 넘침다면, 주변에 위치한 지역변수, 레지스터 보관, 복귀주소 등의 값이 변질되어 원래의 의도된 제어흐름을 보장할 수 없게 된다. 특히 복귀주소 부분을 의도적으로 침범하여 특정 값을 덮어쓸 수 있다면 해당 프로그램의 동작을 인위적으로, 그리고 자유롭게 변경할 수 있게 된다. 본 논문에서는 이와 같은 스택영역에서의 버퍼넘침을 사용한 제어흐름 변경 해킹기법의 과정을 현존하는 UNIX 시스템 및 C/C++ 언어를 이용하여 살펴보고 대응방향을 모색한다.

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Removal of Total Suspended Solids by a Foam Fractionator in a Simulated Seawater Aquaculture System

  • Peng, Lei;Jo, Jae-Yoon
    • Journal of Aquaculture
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    • v.16 no.4
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    • pp.216-222
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    • 2003
  • In a simulated seawater aquaculture system, effects of different operating factors like the superficial air velocity (SAY), hydraulic residence time (HRT), protein concentration and foam overflow height on the removal of total suspended solids (TSS) by a foam fractionator, with 20 cm diameter and 120 cm height, were investigated. This experiment was performed on batch and consecutive modes for different combinations of the tested factors, using synthetic wastewater. In 5 consecutive trials, TSS concentration in culture tank water decreased faster, when the foam fractionator was operated at higher SAV and lower HRT. In batch trials, with increasing SAV, TSS removal rate increased, but decreased with increasing HRT. Higher protein concentration in the bulk solution resulted in higher TSS removal rate. TSS concentration in the collected foam condensates increased but the foam overflow rate decreased with increasing foam overflow height. Foam fractionation was effective for removing TSS in seawater aquaculture systems and its performance largely depended on the operating parameters, especially superficial air velocity.

Robust Stability for Discrete-time Polytopic Uncertain Delay Systems with Quantization/overflow Nonlinearities (양자화와 오버플로우 비선형성을 가지는 이산시간 폴리토픽 불확실 지연 시스템의 강인 안정성)

  • Kim, Jong-Hae
    • The Transactions of The Korean Institute of Electrical Engineers
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    • v.61 no.12
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    • pp.1898-1902
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    • 2012
  • In this paper, we consider the delay-dependent robust stability condition for polytopic uncertain systems with interval time-varying delay using various combinations of quantization and overflow nonlinearities. A robust stability condition for uncertain systems with time-varying delay and quantization/overflow nonlinearities is proposed by LMI(linear matrix inequality) and Lyapunov technique. It is shown that the proposed method is less conservative compared to the recent results by numerical examples.

Analysis of Hydraulic effect on Removing Side Overflow Type Structures in Woo Ee Stream Basin (우이천 유역의 횡단 월류형 구조물 철거에 의한 수리영향 분석)

  • Moon, Young-Il;Yoon, Sun-Kwon;Chun, Si-Young;Kim, Jong-Suk
    • 한국방재학회:학술대회논문집
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    • 2008.02a
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    • pp.687-690
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    • 2008
  • Currently, Stream flow analysis has been accomplished by one or two dimensional equations and was applied by simple momentum equations and fixed energy conservations which contain many reach uppermost limit. In this study, FLOW-3D using CFD(Computational Fluid Dynamics) was applied to stream flow analysis which can solve three dimensional RANS(Reynolds Averaged Navier-Stokes Equation) control equation to find out physical behavior and the effect of hydraulic structures. Numerical simulation accomplished those results was compared by using turbulence models such as $k-\varepsilon$, RNG(Renomalized Group Theory) $k-\varepsilon$ and LES(Large Eddy Simulation). Numerical analysis results have been illustrated by the turbulence energy effects, velocity of flow, water level pressure and eddy flows around the side overflow type structures at Jangwall bridge in urban stream.

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