• 터널과지하공간
• /
• 제6권1호
• /
• pp.30-38
• /
• 1996

A two dimensional analysis program for groundwater flow in fractured network was developed to analyze the influence of discontinuity characteristics on groundwater flow. This program involves the generation of discontinuities and also connectivity analysis. The discontinuities were generated by the probabilistic density function(P.D.F.) reflecting the characteristics of discontinuities. And the fracture network model was completed through the connectivity analysis. This program also involves the analysis of groundwater flow through the discontinuity network. The result of numerical experiment shows that the equivalent hydraulic conductivity increased and became closer to isotropic as the density and trace length increased. And hydraulic head decreased along the fracture zone because of much water-flow. The grouting increased the groundwater head around cavern. An analysis of groundwater flow through discontinuity network was performed around underground oil storage cavern which is now under construction. The probabilistic density functions(P.D.F) were obtained from the investigation of the discontinuity trace map. When the anisotropic hydraulic conductivity is used, the flow rate into the cavern was below the acceptable value to maintain the hydraulic containment. But when the isotropic hydraulic conductivity is used, the flow rate was above the acceptable value.

• 설비공학논문집
• /
• 제22권8호
• /
• pp.573-578
• /
• 2010

Topological matrix which reflects characteristics of network connectivity has been widely used in efficient solving for complicated flow network. Using topological matrix, one can easily define continuity at each node of flow network and make algorithm to automatically generate continuity equation of matrix form. In order to analyze flow network completely it is required to satisfy energy conservation in closed loops of flow network. Fundamental cycle retrieving algorithm based on graph theory automatically constructs energy conservation equation in closed loops. However, it is often accompanied by NP-complete problem. In addition, it always needs fundamental cycle retrieving procedure for every structural change of flow network. This paper proposes alternative mathematical method to analyze flow network without fundamental cycle retrieving algorithm. Consequently, the new mathematical method is expected to reduce solving time and prevent error occurrence by means of simplifying flow network analysis procedure.

• 한국전산유체공학회:학술대회논문집
• /
• 한국전산유체공학회 2000년도 추계 학술대회논문집
• /
• pp.101-108
• /
• 2000

Pipe network analysis is analyze all of it about pressure and volume flow rate through that are pipeline, junction, regulator and valve etc. In this study is compare TVD with MOC method for analysis of unsteady compressible flow in pipelines. Then, we calculated unsteady compressible flow for pipe network that periodic volume flow rate conditions.

• 한국지반공학회논문집
• /
• 제15권5호
• /
• pp.229-240
• /
• 1999

본 논문에서는 유한차분법, 채널망 해석법 및 절리망 해석법 등 다양한 해석기법을 이용하여 개별 암석절리 및 절리암반에서의 지하수 유동과 주입재의 유동거동을 연구하였다. 유동거동은 두개의 상이한 관찰규모, 즉 변화하는 간극분포를 가진 실험실 규모의 거친 절리면과 3개의 절리군에 속한 단절된 절리들을 포함하고 있는 현장 규모의 절리암반에 대해 수행되었다. 단일절리에서의 유동해석결과 물과 주입재 모두 간극분포에 의존하는 채널흐름의 특성을 확인할 수 있었다. 유한차분법과 기존의 이론해에 의한 유량 계산결과를 비교 분석하였다. 절리암반의 경우 절리의 수와 굴착된 원형공동의 직경을 증가시키면서 공동내부로의 지하수 유입량을 분석하였다. 이 분석에는 절리망 해석법과 Goodman의 이론해를 사용하여 결과를 비교하였다. 또한 절리망 해석법의 경계효과, 절리망의 비균질성이 지하수 유동에 미치는 영향 등을 논의하였다.

• 터널과지하공간
• /
• 제4권1호
• /
• pp.1-16
• /
• 1994

The study on the flow characteristics and analysis of groundwater in discontinuous rock mass is very important, since the water inflow into the underground opening during excavation induces serious stability and environmental problems. To investigate the flow through single rock joint, the effect of various aperture distribution on the groundwater flow has been analyzed. Observed through the analysis is the "channel flow", the phenomenon that the flow is dominant along the path of large aperture for given joint. The equivalent hydraulic conductivity is estimated and verified through the application of the joint network analysis for 100 joint maps generated statistically. Both the analytic aproach based on isotropic continuum premise and the joint network analysis are tested and compared analyzing the gorundwater inflow for underground openings of different sizes and varying joint density. The joint network analysis is considered better to reflect the geometric properties of joint distribution in analyzing the groundwater flow.ater flow.

• 설비공학논문집
• /
• 제18권8호
• /
• pp.635-640
• /
• 2006

An optimizer has been applied for the optimal design of pipe diameters in the pipe flow network problems. Pipe network flow analysis, which is developed separately, is performed within the interface for the optimization algorithm. A pipe network is chosen for the test, and optimizer GenOpt is applied with Holder-Mead-O'Niell's simplex algorithm after solving the network flow problem by the Newton-Raphson method. As a result, optimally do-signed pipe diameters are successfully obtained which minimize the total design cost. Design cost of pipe flow network can be considered as the sum of pipe installation cost and pump operation cost. In this study, a practical and efficient solution method for the pipe network optimization is presented. Test system is solved for the demonstration of the present optimization technique.

• 동력기계공학회지
• /
• 제6권4호
• /
• pp.62-67
• /
• 2002

In this paper, the cause of the discrepancy of the inlet and outlet flow of the lubricating oil feed pump was analyzed by the flow measurement and the analysis of the flow network. At first, we thought that the flow difference was induced by a leak in the middle of the flow network. But, through the flow measurement using ultrasonic flow meter and the performance analysis of the pump, we knew that the cause of the flow difference was due to a drop in efficiency of the pump according to the pressure drop of the outlet. Also, we knew that the shape of the piping had no effect on the efficiency of the pump.

• 대한기계학회논문집A
• /
• 제26권6호
• /
• pp.1149-1158
• /
• 2002

An improved hydrostatic unit(HSU) model is proposed by considering the flow loss in order to analyze the power flow characteristics of a hydromechanical transmission(HMT) and a network analysis algorithm is presented to determine the torque and speed of each element of the HMT. To calculate the torque and flow loss of a pump and a motor in HSU, an effort and flow concept is introduced, which can be used to establish a torque and speed matrix in the network analysis. It is found from the network analysis that magnitude of the HSU stroke increases to maintain the same output speed in order to compensate the flow Boss in the HSU and the efficiency of the HMT shows the lowest value in the 1st speed since the HSU has the largest flow loss in the 1st speed and the flow loss decreases as the speed ratio upshifts.

• 융합보안논문지
• /
• 제16권5호
• /
• pp.41-48
• /
• 2016

본 논문은 플로우 시각화 기반의 네트워크 보안 상황 감시 방법인 VisFlow를 제안하며, 기존 트래픽 플로우 시각화 기술의 단점인 대량 트래픽 발생 시의 직관성 상실 문제, 대칭적 주소 공간에 의한 반사현상 문제, 종단간 연결 의미의 상실 문제를 해결하고자 한다. VisFlow는 단순하고 효율적인 보안 시각화 인터페이스로써 플로우 시각화 기술을 활용하여 개별적인 트래픽 데이터들에서는 볼 수 없었던 다양한 네트워크 현상들을 패턴으로 형상화하고 관리 네트워크 내의 보안 상황을 실시간으로 분석 및 감시하는 방법이다. 트래픽 플로우의 포트 역할 분석 방법을 이용하여 노드 유형과 중요 정보를 식별 분류하고, 분류된 정보는 중요도에 따라 2D/3D 공간 상에 단순화 및 강조하여 표시함으로써 직관성과 실용성을 높인다. 또한, IP주소값에 기반한 비대칭적 노드 배치를 통해 반사현상 문제를 해결하고 노드간의 연결선을 활용하여 종단간의 세션 의미를 유지함으로써 정보성은 높인다. 관리자는 VisFlow를 통해 방대한 트래픽 데이터를 쉽게 탐색하고 전체 네트워크 상황을 직관적으로 파악함으로써 네트워크 보안 상황을 효과적으로 감시할 수 있다.

• Structural Engineering and Mechanics
• /
• 제73권3호
• /
• pp.339-351
• /
• 2020

Earthquakes are natural disasters that cause serious social disruptions and economic losses. In particular, they have a significant impact on critical lifeline infrastructure such as urban water transmission networks. Therefore, it is important to predict network performance and provide an alternative that minimizes the damage by considering the factors affecting lifeline structures. This paper proposes a probabilistic reliability approach for post-hazard flow analysis of a water transmission network according to earthquake magnitude, pipeline deterioration, and interdependency between pumping plants and 154 kV substations. The model is composed of the following three phases: (1) generation of input ground motion considering spatial correlation, (2) updating the revised nodal demands, and (3) calculation of available nodal demands. Accordingly, a computer code was developed to perform the hydraulic analysis and numerical modelling of water facilities. For numerical simulation, an actual water transmission network was considered and the epicenter was determined from historical earthquake data. To evaluate the network performance, flow-based performance indicators such as system serviceability, nodal serviceability, and mean normal status rate were introduced. The results from the proposed approach quantitatively show that the water network is significantly affected by not only the magnitude of the earthquake but the interdependency and pipeline deterioration.