• Proceedings of the Korea Water Resources Association Conference
• /
• 2006.05a
• /
• pp.1651-1655
• /
• 2006

일반적인 하천에서 이 치수를 위한 하천 구조물설계를 위해서는 흐름해석이 매우 중요한 작업 중 하나이다. 하천의 흐름해석은 주어진 유량에 대해 등류 또는 부등류, 부정류 계산을 통하여 해석을 하게 되는데, 이때 조도계수는 매우 중요한 매개변수이며, 조도계수에 의해 흐름해석의 결과가 크게 좌우된다. 이러한 조도계수는 어느 특정의 확정적인 요소에 의해 결정되어지지 않고, 복합적인 요소에 의해 결정되어지며, 특히, 유량에 대해 가변성을 갖는다. 본 연구에서는 조도계수의 유량에 대한 가변적인 특성을 분석하고자, 각각 다른 하상경사를 가지는 하천들에 대해 조도계수를 산정하였다. 그 결과, 조도계수는 유량에 대해 가변성을 갖는 것을 확인할 수 있었다. 그리고 하상경사가 완만한 하천일수록 유량에 대한 조도계수의 가변성이 크게 나타났으며, 하상경사가 급할수록 유량에 대한 조도계수의 가변성이 적게 나타나는 결과를 도출하여 유량에 대한 조도계수의 가변성이 하상경사에 민감하게 반응하는 것을 확인할 수 있었다.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2008.05a
• /
• pp.1654-1658
• /
• 2008

하천에서는 최적 하도계획의 수립과 하천관리를 위하여 유량관측소가 설치 운영되고 있으며, 통상 자기기록계에 의해 수위를 계속적으로 기록하고 있다. 또한 하천의 흐름 해석시 부등류 및 부정류 해석을 통하여 수위를 계산하게 되는데 이때 조도계수는 매우 중요한 매개변수이다. 이러한 조도계수는 대상하도의 복합적 요소에 의하여 결정되어지며 특히 유량에 대한 가변성이 크다. 본 연구에서는 도시하천인 우이천 유역을 대상으로 과거 수위 및 유량관측 자료를 토대로 유속 및 경심을 산정한 후 Manning의 평균유속 공식에 의해 역산하여 조도계수를 산정하였다. 또한 고정조도계수모형과 멱함수형태의 역산조도 계수모형의 결과를 실측 홍수위와 비교 분석하였다. 실제로 관측 수위에 대한 검증결과 유량에 따른 조도계수의 가변적 특징을 확인할 수 있었으며, 역산 조도계수 방법에 의한 흐름해석의 결과가 관측홍수위에 민감하게 반응함을 확인하였다.

• Journal of Korean Society of Water and Wastewater
• /
• v.13 no.2
• /
• pp.74-81
• /
• 1999

In this study, the hydrological changes due to urbanization were investigated and fundamental theory and characteristics of typical urban runoff model such as CHICAGO Model was studied. Above model was applied for urbanizing Dongsucheon basin, Incheon. The main parameters(CI, CP, CS) which are included in this model depending on runoff results were determined, and dimensionless values such as total runoff ratio($Q_{TR}$), peak runoff ratio($Q_{PR}$), and runoff sensitivity ratio($Q_{SR}=Q_{TR}/Q_{PR}$) were estimated in order to evaluate and compare the characteristics of model based on relative sensitivity analysis. Finally, applied model was proposed based on understanding of work types and established urban runoff models which can simulate well for areal development patterns and urban river basin.

• The Korean Journal of Rheology
• /
• v.10 no.3
• /
• pp.137-142
• /
• 1998

유변물성 자료로부터 고분자의 다분산성을 예측하는 방법은 신속한 중합반응 공정 제어를 위해서 중요한 연구분야중 하나이다. 본 연구에서는 다양한 분자량과 분자량 분포를 가진 폴리에틸렌에 대한 Shroff와 macridis 가 제시한 다분산성 매개변수 ER과 ET를 구하 고 겔투과 크로마토그래피에서 얻은 Mw/Mn과의 상관관계를 조상하였다. Mw/Mn과 비례적 인 상관관계를 보여주었으나 ET는 상관성이 없는 것으로 나타났다. ER값에는 분자량 분포 도 외에 LCB의영향도 큰 것으로 나타났다. 또한 분자량 분포중에서 고분자량 부분의 미미 한 변화에도 ER이 크게 변해 GPC보다 다분산성의 변화를 더 민감하게 예측할수 있음을 알 수있었다.

• The Transactions of the Korea Information Processing Society
• /
• v.7 no.11
• /
• pp.3356-3371
• /
• 2000

본 논문에서는 분산시스템 환경에서 n개의 노드가 결함일 경우, 결함을 허용해 주고, 시스템의 안정성을 유지하면서, 결함 노드의 부하를 정상 노드로 조절하기 위하여 부하 조절 알고리즘 전송정책, 위치 정책, 선정 정책을 제안하였다. 이러한 메카니즘은 부하 상태의 정보를 효과적으로 획득하고, 응답 시간을 줄이기 위하여 자기 학습 경험을 기반으로 하는 최적의 알고리즘을 선정할 수 있었다. 결과적으로 이를 기반으로 유사한 상황에서도 최적의 알고리즘을 선정할 수 있음을 알 수 있었다. 각 기법들의 효율성에 영향을 미칠 수 있는 매개변수를 적용하여 성능평가를 하였다. 성능평가 결과 작업 도착 율, 서비스 율, 노드 결합 율은 서로간에 영향을 주지 못하고, 다만 결함 수리 율과 특히 부하의 이주에 대한 통신 지연 시간의 크기에 민감한 영향을 주었다.

• Transactions of the Korean Society of Automotive Engineers
• /
• v.12 no.1
• /
• pp.174-183
• /
• 2004

A program to analyze the performance characteristics of a hydraulic shimmy damper for automotive steering system was developed in this study. Dimensionless mathematical equations of the dynamics of shimmy damper for forward and reverse fluid flows were derived respectively and incorporated into the Simulink models. The program was validated by comparing the results of simulation and experiments for various frequencies of upstream ripple pressures into the damper. Low-pass filter characteristics of the shimmy damper at reverse flow was demonstrated which means that the shimmy damper could alleviate the high speed ripple pressures induced by the unbalance oscillation of tire in vehicle driving. The parameter sensitivity analysis was also conducted to identify the dominant parameters for the damper performance.

• Journal of the Korean Society for Aeronautical & Space Sciences
• /
• v.35 no.1
• /
• pp.58-65
• /
• 2007

Mixed mode interlaminar fracture behaviors of carbon fabric/epoxy composites were investigated through MMF (Mixed Mode Flexural) test by varying mixed mode ratio ranging from 20% to 90%. Mixed mode interlaminar fracture criteria based on NL point and 5% offset point were also suggested in order to predict mixed mode interlaminar fracture behaviors. Fracture surfaces and crack propagating behaviors were examined through a travelling scope and a scanning electron microscope. According to the results, mixed mode interlaminar fracture behaviors can be predicted by mixed mode interlaminar fracture criterion with m=1.5 and n=0.5 on the basis of NL point or mixed mode interlaminar fracture criterion with m=2 and n=3 on the basis of 5% offset point. Fracture surfaces and crack propagating behaviors are sensitive to mixed mode ratios. MMF test can be successfully applicable in evaluating mixed mode interlaminar fracture toughness of carbon fabric/epoxy composites.

• Journal of Korea Water Resources Association
• /
• v.33 no.4
• /
• pp.393-405
• /
• 2000

Monthly runoff was estimated using TOPMODEL which simulates ground water movement as well as surface runoff in the area of catchment. SAYUN dam which is being operated by Korea Water Resources Corporation was selected for the study, and the topographic factors of the watershed were analyzed using 1/5,000 digital map and GIS software(Arc/Info). The comparison shows good agreement between observed monthly runoff and the computation results simulated by using TOPMODEL. The catchment area of SAYUN dam was modeled by using various grid sizes in order to check the sensitivity of grid size, and the grid size of 180m was found most proper among 6 different sizes. TOPMODEL was also found superior to the existing monthly runoff models such as Kajiyama, KRIHS and Tank. Because the model requires limited number of parameters and considers topographic aspects, it is reckoned to be very useful for practical use.

• Journal of Korea Water Resources Association
• /
• v.47 no.12
• /
• pp.1121-1134
• /
• 2014

The distributed watershed model of rainfall-runoff-soil erosion-sedimen transport was constructed for the Naesung Stream Watershed with high potentiality and risk of sediments produced by soil erosion. The sensitivity analyses of roughness coefficient and hydraulic conductivity which affected the modeling results of runoff and sediment concentration were performed in this study. As a result, the change of the roughness coefficient for the forest area from 0.4 to 0.45 did not affect the change in runoff and stream discharge and the average value and range of sediment concentration were also insignificantly increased with few difference. As a result of the sensitivity analysis of the hydraulic conductivity, the total amount of runoff and maximum runoff were gradually increased as the hydraulic conductivity was reduced. In the case of sediment concentration modeling, the average and the range of sediment concentration for all stations were increased as the hydraulic conductivity was decreased. For the Hyangseok Station, in case of the hydraulic conductivity reduced by 50%, the simulation result of sediment concentration was most similar to the estimated value by the sediment rating curve.

• Journal of Environmental Impact Assessment
• /
• v.24 no.5
• /
• pp.516-531
• /
• 2015

In this study, a software module to predict the effectiveness of vegetation buffer strip (VBS) has been developed for using with Chemicals, Agricultural Management and Erosion Losses (CAMEL), a distributed watershed model. Most basic functions for the VBS module are same as CAMEL except functions newly developed to implement sedimentation enhancement by vegetation and level spreaders. For verification of the VBS module, sensitivity analyses for length, roughness, soil and vegetation type of VBS were carried out using a test grid cell. The surface discharge of sediment are highly sensitive to the roughness coefficient of VBS. The removal efficiencies of VBS for the surface discharges of sediment and TP are generally high regardless of environment changes. The surface discharges of TOC and TN are highly sensitive to the length and soil of VBS. The removal efficiencies of VBS for the surface discharges of TOC and TN are generally lower than those of sediment and TP. The newly developed VBS module reasonably simulates the removal efficiencies of surface discharges that vary according to the environment changes. It is expected that this VBS module can be used for evaluating the effectiveness of VBS-based best management practices to be applied to reduce pollution discharges from various non-point sources.