• Journal of Korea Water Resources Association
• /
• v.31 no.3
• /
• pp.279-290
• /
• 1998

The height and speed of the shock wave are critical data in flood-control operations or in the design of channel walls and bridges along rivers with high flow velocities. Therefore, a numerical model is needed for simulating flow discontinuity over a wide range of conditions. In this study, a governing equation. As a Riemann solver Roe(1981)'s one is used. The model employs the modified MUSCL for handling the unstructured grids in this research. this model that adopts the explicit tradditional twl dimmensional dam break problems, two hydraulic dam break model is simulations, and a steady state simulation in a curved channel. Conclusions of this research are as follows : 1) the finite volume method can be combined with the Godonov-type method that is useful for modeling shocks. Hence, the finite volume method is suitable for modeling shocks. 2) The finite volume model combined with the modified MUSCL is successful in modeling shock. Therefore, modified MUSCL is proved to be valid.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2022.05a
• /
• pp.105-105
• /
• 2022

섬진강댐은 100년빈도 홍수에 대응토록 설계되어 홍수조절 능력이 타 다목적댐 대비 상대적으로 취약함에 따라 댐운영 체계 개선이 필요하다. 이에따라 K-water는 홍수시 피해를 최소화 할 수 있도록 댐운영과 관련한 홍수대응 체계를 개선하였다. 주요 개선대책은 섬진강 홍수조절용량 추가확보, 홍수기 강우특성을 고려한 홍수조절, 하류주민 및 기관과 소통에 기반한 정보 공유체계 확립, 디지털 트윈 기반 댐 운영 의사결정시스템 구축이다. 섬진강댐의 건설홍수조절용량은 3천만m³으로, 타 다목적댐 설계빈도인 200년 대비 홍수대응 능력이 미흡하다. 이에따라, 섬진강댐은 '21.1월부터 '22.12월까지 홍수기 제한수위를 기존 197.7m에서 2.5m 낮춘 194.0m로 시범운영하고 있다. 이를통해 기존 3천만m³에서 9천만m³까지 6천만m³의 홍수조절용량을 추가 확보하였다. 이와 연계하여 홍수기 동안 섬진강댐 운영수위 기준을 별도 수립하여 홍수기 전·후반으로 나누었으며, 전반기(~7/31)는 '20년 홍수상황에서 발생한 더블피크 집중호우(360mm)에 대응가능한 홍수조절능력을 확보하고, 후반기(8/1~)는 홍수조절능력을 최대한 확보함과 동시에 차년도 용수공급을 대비할 수 있도록 운영수위를 개선하였다. 그간 수문방류 정보는 '댐 관리규정'에 따라 방류개시 3시간 전까지 방류계획을 하류지역의 지자체 및 주민에게 통보하였으나, 하류주민들이 충분히 사전준비하기에 시간적으로 부족하다는 의견을 제시함에 따라 수문방류 24시간전 사전 안내토록 '수문방류 예고제'를 도입, 시행하였다. '댐 홍수관리 소통회의'를 통해 댐 운영기관-정부기관-주민이 댐 운영에 대한 전반에 대해 함께 공유하고 운영 제약사항 및 개선사항을 공동 발굴하여 대책을 마련하는 체계를 구축하였다. 댐 운영 개선사항과 더불어 댐방류 의사결정시, 실시간 하류하천 상황에 대한 확인이 어려움에 따라, 3D기반 의사결정 지원시스템인 Digita Twin Platform을 개발 및 구축하여 '22년부터 섬진강댐 운영에 시범적용을 추진하고자 한다.

• Journal of Korea Water Resources Association
• /
• v.42 no.7
• /
• pp.559-569
• /
• 2009

Due to environmental, economical and the other limitations, it has been more difficult to construct new large hydraulic structure such as dam. For this reason, it has been tried to use small hydraulic structure such as washland as alternative of hydraulic facility. Because the flood control effect of small hydraulic structure are affected by runoff volume, hydrograph, storage capacity and weir crest elevation, and design frequency must be predetermined for the design of the hydraulic structure. Multiple washlands will be required to satisfy enough peak reduction effect so that considering washlands as a network, rather than individually, are critical to analysis of flood reduction effect. In this study, new index for determination of optimal location for washlands is presented and the existing model for this determination is modified by adopting the new index. Developed new model is applied to Ansung river basin for examination and the new model shows its' applicability as a decision making criteria for the determination of optimal location for washlands.

• Journal of Korea Water Resources Association
• /
• v.41 no.12
• /
• pp.1219-1230
• /
• 2008

Stream inflows induced by flood runoffs have a higher density than the ambient reservoir water because of a lower water temperature and elevated suspended sediment(SS) concentration. As the propagation of density currents that formed by density difference between inflow and ambient water affects reservoir water quality and ecosystem, an understanding of reservoir density current is essential for an optimization of filed monitoring, analysis and forecast of SS and nutrient transport, and their proper management and control. This study was aimed to quantify the characteristics of inflow density current including plunge depth($d_p$) and distance($X_p$), separation depth($d_s$), interflow thickness($h_i$), arrival time to dam($t_a$), reduction ratio(${\beta}$) of SS contained stream inflow for different flood magnitude in Daecheong Reservoir with a validated two-dimensional(2D) numerical model. 10 different flood scenarios corresponding to inflow densimetric Froude number($Fr_i$) range from 0.920 to 9.205 were set up based on the hydrograph obtained from June 13 to July 3, 2004. A fully developed stratification condition was assumed as an initial water temperature profile. Higher $Fr_i$(inertia-to-buoyancy ratio) resulted in a greater $d_p,\;X_p,\;d_s,\;h_i$, and faster propagation of interflow, while the effect of reservoir geometry on these characteristics was significant. The Hebbert equation that estimates $d_p$ assuming steady-state flow condition with triangular cross section substantially over-estimated the $d_p$ because it does not consider the spatial variation of reservoir geometry and water surface changes during flood events. The ${\beta}$ values between inflow and dam sites were decreased as $Fr_i$ increased, but reversed after $Fr_i$>9.0 because of turbulent mixing effect. The results provides a practical and effective prediction measures for reservoir operators to first capture the behavior of turbidity inflow.

• The Journal of the Korea Contents Association
• /
• v.7 no.3
• /
• pp.140-151
• /
• 2007

In this study, we attempted to develop a watershed runoff index subject to main control points by dividing the Geum River basin into 14 sub-basins. The Yongdam multipurpose dam Daecheong multipurpose dam and Gongju gage station were selected to serve as the main control points of the Geum River basin, and the observed flow of each control point was calculated by the discharge rating curve, whereas the simulated flow was estimated using the Rainfall Runoff Forecasting System (RRFS), user-interfaced software developed by the Korea Water Corporation, based on the Streamflow Synthesis and Reservoir Regulation (SSARR) model developed by the US Army Corps of Engineers. This study consisted of the daily unit observed flow and the simulated flow of the accumulated moving average flow by daily, 5-days, 10-days, monthly, quarterly and annually, and normal monthly/annually flow. We also performed flow duration analysis for each of the accumulated moving average and the normal monthly/annually flows by unit period, and abundant flow, ordinary flow, low flow and drought flow estimated by each flow duration analysis were utilized as watershed runoff index by main control points. Further, as we determined the current flow by unit period and the normal monthly/annually flow through the drought and flood flow analysis subject to each flow we were able to develop the watershed runoff index in a system that can be used to determine the abundance and scarcity of the flow at the corresponding point.

• Journal of the Korean Institute of Landscape Architecture
• /
• v.51 no.3
• /
• pp.83-94
• /
• 2023

This study analyzed the satisfaction of green infrastructure around 39 dams, including multi-purpose dams, water dams, and flood control reservoir dams, to induce space improvement in terms of sustainability, and the results of the study are as follows. First, the satisfaction level based on the Likert scale of 5 points for the currently created dam green infrastructure was 3.76, and there were differences depending on the respondents' gender, age, residence, number of dam visits, and the need to pursue sustainability, and it was analyzed to be statistically significant. In the case of gender, p<.05, age, residence, number of dam visits, and the need to pursue sustainability were found to be p<.01. Regression analysis was conducted to confirm the effect of these respondents' characteristics on satisfaction, and it was analyzed that only the number of dam visits and the need to pursue sustainability had a statistically significant effect, and other characteristic variables had no significant effect. Second, in terms of satisfaction with the conceptual image of public bridge, view place and play space, which are the main spaces of dam green infrastructure considering sustainability, view place was the highest at 4.43, the play space was 4.35 and public bridge was analyzed as 4.21. The t-test result for the satisfaction of each space was found to be p<.01, and the difference in values was analyzed to be significant. The difference from the current satisfaction with green infrastructure was also analyzed as p<.00, showing a statistically significant difference. Third, as a way to revitalize green infrastructure around the dam through the results of satisfaction analysis, it is necessary to identify needs for major visitors in their 40s and 50s and create a space considering them. It was proposed to derive facilities and programs that can be introduced to other regions through the analysis of green infrastructure status around dams in Chungbuk, Jeonju, and Ulsan, where there are relatively many dams. Furthermore, satisfaction analysis by space showed that green infrastructure around the dam could be activated in terms of sustainability when selecting packaging materials considering the structure and shape of the dam, arranging observation facilities considering lake prospects, and introducing amusement facilities using local environmental resources. This study differs from previous studies in that it presented space improvement measures in consideration of sustainability for green infrastructure around dams for non-urban areas, and space improvement can contribute to improving it connectivity in urban and non-urban areas, which can also contribute to improving the sustainability of green infrastructure in Korea.

• Proceedings of the KSR Conference
• /
• 2001.10a
• /
• pp.299-303
• /
• 2001

In this paper, we introduce the Partial Half-Through Type Plate Girder Bridge proposed by Hyundai Development Co. and KRTC Consortium in Turn-Key Based design last year, and this type of bridge may be adapted to the railway bridge under similar conditions. This bridge across the North Han River was to be concerned its find view and the protection of water source. For its location is inside the dam, it required the long span and the clearance for the flood also. Its new composite section was able to diminish the deflection and vibration. Its shop-fabrication could control its quality easily, and might to be launched. This structural type have satisfied its functions, construction situations, and overall safeties, so this is the field-oriented type. However the composition and connections of the proposed members are different to the recent forms, and difficult to be applied to present specifications. Therefore it requires a certification on the application for more safety by not only analytical verifications but also experimental studies. Nevertheless, this type of bridge may have some more applications from now on.

• Journal of Korean Society on Water Environment
• /
• v.24 no.5
• /
• pp.523-532
• /
• 2008

A phase II site investigation and feasibility study was conducted at a military mortar shooting range near the demilitarized zone (Kyunggi, South Korea) to assess the extent of contaminants migration to the nearby Imjin river in which a flood control dam is under construction. The results showed that silty-clay soils around target areas were co-contaminated with heavy metals (Cd, Cu, and Pb) and explosives (HMX, RDX, and TNT). The total amount of contaminant was estimated to be 497.1 kg-RDX, 20.6 kg-HMX, 1.4 kg-TNT, 35.2 kg-Cd, 4,331 kg-Cu, and 5,115 kg-Pb, respectively. Both heavy metals and explosives were almost equally distributed on each soil particle size fraction. Neither subsurface soil samples nor ground water samples showed signs of contamination above the environmental criteria. The major migration route of contaminants was soil particles in surface run-off during rain at which a mass discharge rate of 30.0 mg-RDX/hour was observed.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2011.05a
• /
• pp.228-228
• /
• 2011

지난 수년간 사회 문화적 인식 변화 및 정치 경제적 여건 변화와 함께 치수사업이나 정책의 원할한 추진을 위한 갈등의 예방과 조정, 해결이 매우 중요한 이슈로 대두되고 있다. 하지만 기존의 일방적이고 획일적인 추진방법과 여러 가지 원인들로 인해 환경단체나 그 지역의 이해당사자와의 마찰이 불가피해졌으며 이러한 갈등을 완화하거나 조율할 수 있는 제도 및 정책적인 방법은 이미 한계를 드러내고 있다. 이에 본 연구에서는 이해당사자들의 참여와 충분한 협의를 통해 해결책을 도모할 수 있는 객체지향적인 소프트웨어를 개발함에 있다. 다양하고 광범위한 갈등 발생 요인을 모두 고려하기란 실질적으로 많은 어려움과 전문성 및 복잡성을 가지고 있으며, 또한 공영시각모형은 이해당사자간의 의견을 신속하게 수렴하여 결과를 제시할 수 있어야 하며 다양성을 고려할 수 있도록 유동적이어야 함을 감안할 경우 어느 정도 범위를 가질 수밖에 없는 한계를 가지고 있다. 따라서 댐 건설과 같은 대형 치수사업이 수행되는 경우 이해당사자의 참여와 정보공개 추진절차 등에 대해 투명성을 확보할 수 있는 행정적인 요인과 기술(공학)으로는 홍수저감효과, 경제적 요인에서는 사업의 효과성과 타당성을 개략적으로 도출하여 제시함으로써 위의 3가지 갈등 발생요인을 갈등 조정 목표로 설정하고 본 논문에서는 댐 건설시 이수와 치수분야에 있어 이수용량 산정에 대한 모형을 구축하였다.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2018.05a
• /
• pp.404-404
• /
• 2018

본 연구는 홍수조절을 위한 댐의 역할과 홍수조절의 크기가 하류에 미치는 영향범위에 대해 조사하였다. 연구지역으로 낙동강을 중심으로 연구를 진행하였고 기존연구(남한강 유역)와의 비교를 통해 댐의 홍수조절 능력의 공간적 영향 범위에 대한 분석을 실시하였다. 낙동강 유역과 남한강 유역의 홍수사상은 각각 1997년부터 2010년까지의 31개의 홍수사상과 2000년부터 2010년까지의 18개의 홍수사상을 활용하였다. 남한강 유역은 횡성댐(2000년 완공)의 영향을 포함하여 분석하기 위해 2000년부터의 홍수사상을 선정하였다. 낙동강 유역은 안동댐과 임하댐의 영향을 남한강 유역은 충주댐과 횡성댐의 영향을 분석하였다. 홍수조절의 양을 분석하기 위해 홍수최대 유출치 (Peak Discharge)와 홍수유출량(Volume)을 분석하였다. 댐 자체의 홍수조절 능력을 보면 댐의 상시방류량을 넘어 조절하는 하는 경우는 남한강 댐의 경우는 종종 발생하나 낙동강내의 댐의 경우는 자주 발생하지 않는 것으로 파악됐다. 댐의 홍수조절 능력의 경우 댐의 크기와 유역의 크기를 비교분석하여 댐이 영향이 미치는 범위를 추정하였다. 댐의 영향(홍수저감율)이 10 %미만으로 조정되는 거리는 한강유역의 경우는 댐 상류의 면적의 7배에 해당하는 유역이었으나 낙동강 유역의 경우는 8.5배에 해당하는 유역면적에서 같은 영향을 나타냈다. 이는 자료의 양과 조건의 영향으로 파악된다.