• Journal of Wetlands Research
• /
• v.20 no.4
• /
• pp.446-457
• /
• 2018

Forecasting of flood wave travel time is very important in terms of river management and operation. Recently, the hydrological environment of has changed due to the construction of multi-function weir in the river. It is necessary to analyze flood wave travel time, including hydraulic structures in the channel. The flood wave travel time according to the discharge and downstream water level operating conditions was analyzed using HEC-RASver5.0.3 which is capable a two-dimentional analysis. This study showed nonlinear characteristics of flood wave travel times due to increase of discharge and operating conditions. The results of this study will be helpful for the operation of multi-function weir as well as the river operation.

• KCID journal
• /
• v.4 no.1
• /
• pp.34-50
• /
• 1997

This study was conducted to derive optimal design floods by Log Pearson Type III distribution model of the annual maximum series at five watersheds along Geum, Yeong San and Seom Jin river systems. Design floods obtained by different methods for evaluatio

• The Journal of the Korea institute of electronic communication sciences
• /
• v.10 no.2
• /
• pp.203-210
• /
• 2015

The ecological environment monitoring system configured with Sensor Node, Gateway, Service Platform, and Web Browser. In this paper, we designed gateway resource tree and service function to do handling in the ecological environment monitoring service. Gateway Service Function based on oneM2M Common Service Function, Gateway Resource Tree configured with Application Part handling Sensor Data and Gateway link handling. lastly Device Registration, Sensing, Control, Profile Management.

• Hwankyungkyoyuk
• /
• v.20 no.1
• /
• pp.19-27
• /
• 2007

This study was intended to answer the question, 'What kinds of effects will be aroused by experiential learning for environment based on living area?'. Experiential learning for environment was operated to 17 elementary school students in 4th grade in Kyeong-san city. The results were drawn analyzing the mind map for the changes of environmental consciousness before and after learning, and they are as below. First, it had an effect to change the meaning association of the relationship between 'river and me'. Meaning association was 'river-a thing' before experiential learning, but it was developed as 'river-a thing-me' after learning. This means that students expanded understanding of the world that they were belonging and self-spatialization was promoted. The expansion of meaning association would be a start point and a method to promote their segmentation for each student. Second, students could self-directly modify misconception and preconception after experiential learning. It showed that students could find meanings in the world that they were belonging by experiential learning for environment, and misconception obtained by concept learning without actual situation could be revised through the truth recognition in meanings, and student could see what things displayed. Therefore preconception would be corrected. Of course, everything would not be completed by just one time of experiential learning, and consistent experience learning should be operated. Third, experiential learning promoted the change of sensitivity. Students had shallow sensitivity, which appeared in the relation with things, since having learned only inside of class without a direct observation. However their sensitivity could be increased by experiencing specific things. Fourth, there was the change of classification recognition. Students found properties of things with a direct observation. It raised their ability to classify things, and to understand an individual thing in 'a class'.

• Journal of Wetlands Research
• /
• v.14 no.4
• /
• pp.645-656
• /
• 2012

The basin environment has been seriously damaged by reckless development during the past half century. The demand for management in the basin has increased, but the system for prediction and management is not sufficient. Therefore, the aim of this study is to design a GIS-based water quality linkage system using the most suitable simulation, HSPF (Hydrological Simulation Program-Fortran) in this basin of South Korea. To achieve this, data of HSPF model for simulation and GIS data for spatial analysis is collected. And the system applied linkages of the water quality model and GIS such as Loose coupling. Also, the major function of the system was designed as a modular unit. Ultimately, the system is developed using development language of VB.NET from Microsoft and ArcObjects component from ESRI based on design for a module unit. The water quality simulation system can be supported to prediction and management for basin environment of Yeong-San River. In the future study, scenario will be established using the result of HSPF model And will be expected to support to situation of future basin and policy making.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2009.05a
• /
• pp.1673-1677
• /
• 2009

영산강 수계내의 연구기관 및 지자체 등 유관기관에서는 각종 연구사업 및 조사사업이 활발하게 진행되고 있으며, 지속해 매년 많은 예산과 전문 인력이 투입되고 있다. 또한 수행된 사업에서 산출된 연구결과나 조사결과 등의 자료는 영산강 수계내의 유역특성, 수계특성, 하천특성, 호소특성 등을 분석하고 평가하는데 매우 유용한 자료로 활용된다. 이러한 관점에서 유역내의 전문가, 민간단체, 정부기관, 학계 등의 유기적인 교류를 통해 정보의 합리적 관리 및 공유가 필요하며, 서로의 이해관계를 유기적으로 결합하여, 더 나아가 TFT(Task Force Team) 운영 등의 방안도 제시할 수 있는 여건의 필요성이 있다. 따라서 본 연구에서는 영산강 웹기반 연구 네트워크 및 유역환경정보시스템을 통해 영산강 유역내의 물환경 인프라를 확충에 그 목적이 있다. 수계내의 기상, 수문 및 수질관련 자료를 구축하여 제공하며, 수질, 오염원, 생태조사 등의 현장조사에 의한 성과자료의 정보 활용을 위한 시스템을 구축하여, 조사연구사업 지원 및 환경정책결정 기초자료로 활용함으로써 관계기관과 전문가단체 등의 정보 교류의 장으로 활용하고자 한다. 또한 기존의 영산강 수계통합관리시스템의 연계를 통한 측정망자료 및 환경기초시설 현황 등의 자료의 접근을 강화하고자 한다.

• Magazine of the Korean Society of Agricultural Engineers
• /
• v.37 no.2
• /
• pp.31-40
• /
• 1995

This study was conducted to get best fitting frequency distribution for the annual run- off and to simulate long series of annual flows by single-season first order Markov Model with comparison of statistical parameters which were derived from observed and synthetic flows at four watersheds in Seom Jin and Yeong San river systems. The results summarized through this study are as follows. 1. Hydrologic persistence of observed flows was acknowledged by the correlogram analysis. 2. A normal distribution of the annual runoff for the applied watersheds was confirmed as the best one among others by Kolmogorov-Smirnov test. 3. Statistical parameters were calculated from synthetic flows simulated by normal dis- tribution. In was confirmed that mean and standard deviation of simulated flows are much closer to those of observed data than except coefficient of skewness. 4. Hydrologic persistence between observed flows and synthetic flows simulated was also confirmed by the correlogram analysis. 5. It is to be desired that generation technique of synthetic flow in this study would be compared with other simulation techniques for the objective time series.

• Magazine of the Korean Society of Agricultural Engineers
• /
• v.39 no.3
• /
• pp.83-95
• /
• 1997

This study was conducted to derive optimal design floods by Gamma distribution models of the annual maximum series at eight watersheds along Geum , Yeong San and Seom Jin river Systems, Design floods obtained by different methods for evaluation of parameters and for plotting positions in the Gamma distribution models were compared by the relative mean errors and graphical fit along with 95% confidence interval plotted on Gamma probability paper. The results were analyzed and summarized as follows. 1.Adequacy for the analysis of flood flow data used in this study was confirmed by the tests of Independence, Homogeneity and detection of Outliers. 2.Basic statistics and parameters were calculated by Gamma distribution models using Methods of Moments and Maximum Likelihood. 3.It was found that design floods derived by the method of maximum likelihood and Hazen plotting position formular of two parameter Gamma distribution are much closer to those of the observed data in comparison with those obtained by other methods for parameters and for plotting positions from the viewpoint of relative mean errors. 4.Reliability of derived design floods by both maximum likelihood and method of moments with two parameter Gamma distribution was acknowledged within 95% confidence interval.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2011.05a
• /
• pp.400-400
• /
• 2011

영산강 유역은 한강, 낙동강, 금강과 더불어 우리나라 4대강 유역 중의 하나로 전라 남 북도에 걸쳐 위치하고 있어 우리나라 남서부의 수자원 공급 및 용수이용의 큰 비중을 차지하고 있다. 유역 특성상 나주평야와 같이 하천을 따라 평야가 발달되어 곡창지대를 이루고 있으며, 타 유역에 비하여 농경지의 비율이 높기 때문에 용수 이용에 있어 농업용수가 큰 비중을 차지한다. 따라서 영산 본류 및 지천 상류에는 농업용수의 안정적인 공급을 목적으로 제 1단계 영산강수계 대단위 농업종합개발사업에 의하여 4개의 농업전용 댐(장성댐, 나주댐, 담양댐, 광주댐)이 건설되었다. 이들 댐은 농업전용 댐으로 건설되었으나 댐의 규모와 저수 용량을 기준으로 장성댐, 나주댐, 담양댐은 대규모, 광주댐은 중규모의 댐에 속하기 때문에 농업용수의 안정적인 공급뿐만 아니라 시 공간적으로 유역 전체의 유출 변화에 영향을 미칠 것으로 판단된다. 따라서 본 연구에서는 유역모형인 SWAT-K 모형을 이용하여 영산강 유역의 댐 운영이 유역 유출 변화에 미치는 영향을 분석하고자 한다. 장기간의 유출 분석을 바탕으로 모형의 댐 모의기작에 의하여 댐 모의를 제한하여 유역 내에 댐이 없는 상태를 가상으로 모의하여 유역의 자연유량을 산정하고, 이에 따른 유역의 전체 유출 변화에 댐이 미치는 영향을 시 공간적으로 분석하여 유역의 효율적인 수자원 관리에 도움이 되고자 한다.

• Journal of Korean Port Research
• /
• v.9 no.1
• /
• pp.33-43
• /
• 1995

Korean economic and industrial structure has been seperated into some areas with the trend of the change to the bloc system of international economy: the Gyeongin including the capital area, the Middle-West, the South-West, the South-East, and the Eastern sea areas. Mokpo port has played a major role as the central one of the South-West area and the entrance of Yeong-san river of Jeonnam province gate. Some studies has been done on the Mokpo port, but there is no research of the analytical approach about it. In this paper, we analyze the data of 1994's on the domestic and oceangoing piers in the Mokpo port and simulate the transportation process of it through a queueing model. The results of the simulation are summarized as follows: The average arrival interval of the domestic vessel is 6.034 hours. The average service time and the berth utility rate are 24.056 hours and over 100%, respectively. The average arrival interval of the oceangoing vessel is 34.48 hours. The average service time and the berth utility rate are 120.04 hours and the 34.91%, respectively. The proposal to improving of the Mokpo port as follows: It is desirable to extend the capacity of domestic pier to about 50% for the optimal utility rate of 70% and in the case of oceangoing pier to be increase 65% of the vessel capacity for the optimal utility rate of 70%.