• 한국방재학회 논문집
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• 제8권3호
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• pp.105-115
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• 2008

도시화로 인한 유출량의 증가 및 도달시간의 단축은 도시재해의 한 원인이 되고 있다. 이를 막기 위하여 도시 배수유역내에 저류지를 설치하여 첨두도달시간을 지연시키고 방류량은 하수관거의 통수능 이하로 조절하는 방안을 활용하고 있다. 저류지를 설계 운영함에 있어서 사용되는 수문모형은 일반적으로 계획모형, 설계모형 및 운영모형으로 분류되고 있다. 본 연구에서는 재해영향평가서 22개소의 기 설계된 저류지를 분석대상으로 하여 여러 가지 저류지 계획모형의 적합성을 검토하였다. 저류지 계획모형으로는 삼각형, 사다리꼴 설계수문곡선과 경험적 공식을 이용한 11가지의 모형을 적용하였다. 저류지 계획모형의 분석에서 on-line 저류지의 경우는 사다리꼴 형태 설계수문곡선을 채택하고 있는 이종태 등 모형(1991)의 결과가 대상 저류지의 실저류량과 가장 유사함을 보였고, off-line 저류지의 경우는 삼각형 형태 설계수문곡선을 채택하고 있는 Abt and Grigg 모형(1978)의 결과가 비교적 양호한 결과를 보이는 것으로 나타났다.

• 대기
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• 제26권2호
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• pp.321-336
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• 2016

Damages caused by torrential rain occur every year in Korea and summer time convection can cause strong thunderstorms to develop which bring dangerous weather such as torrential rain, gusts, and flash flooding. On 6 August 2013 a sudden torrential rain concentrated over the inland of Southern Korean Peninsula occurred. This was an event characterized as a mesoscale multicellular convection. The purpose of this study is to analyze the conditions of the multicellular convection and the synoptic and mesoscale nature of the system development. To this end, dynamical and thermodynamic analyses of surface and upper-level weather charts, satellite images, soundings, reanalysis data and WRF model simulations are performed. At the beginning stage there was a cool, dry air intrusion in the upper-level of the Korean Peninsula, and a warm humid air flow from the southwest in the lower-level creating atmospheric instability. This produced a single cell cumulonimbus cloud in the vicinity of Baengnyeongdo, and due to baroclinic instability, shear and cyclonic vorticity the cloud further developed into a multicellular convection. The cloud system moved southeast towards Seoul metropolitan area accompanied by lightning, heavy precipitation and strong wind gusts. In addition, atmospheric instability due to daytime insolation caused new convective cells to develop in the upstream part of the Sobaek Mountain which merged with existing multicellular convection creating a larger system. This case was unusual because the system was affected little by the upper-level jet stream which is typical in Korea. The development and propagation of the multicellular convection showed strong mesoscale characteristics and was not governed by large synoptic-scale dynamics. In particular, the system moved southeast crossing the Peninsula diagonally from northwest to southeast and did not follow the upper-level westerly pattern. The analysis result shows that the movement of the system can be determined by the vertical wind shear.

• 대기
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• 제26권1호
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• pp.97-109
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• 2016

Heavy rainfall (over $80mm\;hr^{-1}$) system associated with unstable atmospheric conditions occurred over the Seoul metropolitan area on 27 July 2011. To investigate the heavy rainfall system, we used three-dimensional data from Korea Local Analysis and Prediction System (KLAPS) reanalysis data and analysed the structure of the precipitation system, kinematic characteristics, thermodynamic properties, and Meteorological condition. The existence of Upper-Level Jet (ULJ) and Low-Level Jet (LLJ) are accelerated the heavy rainfall. Convective cloud developed when a strong southwesterly LLJ and strong moisture convergence occurring around the time of the heavy rainfall is consistent with the results of previous studies on such continuous production. Environmental conditions included high equivalent potential temperature of over 355 K at low levels, and low equivalent potential temperature of under 330 K at middle levels, causing vertical instability. The tip of the band shaped precipitation system was made up of line-shaped convective systems (LSCSs) that caused flooding and landslides, and the LSCSs were continuously enhanced by merging between new cells and the pre-existing cell. Difference of wind direction between low and middle levels has also been considered an important factor favouring the occurrence of precipitation systems similar to LSCSs. Development of LSCs from the wind direction difference at heights of the severe precipitation occurrence area was also identified. This study can contribute to the identification of production and development mechanisms of heavy rainfall and can be used in applied research for prediction of severe weather.

• 한국조경학회지
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• 제35권5호
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• pp.16-28
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• 2007

In this study, the implications for landscape architecture in the restoration Project of Cheonggyecheon will be shown through the analysis of factors for landscape architect scheme modification. The method of study consists of theoretical study, analysis of the plan and design of landscape architecture of the restoration project of Cheonggyecheon, and deduction of implications thereof. The controversial feints included the many difficulties in realizing the productive design of landscape architecture due to the selective collecting of public opinion and the problems of settling the complications, the design limit of the turnkey and MA systems, the lack of hydraulic knowledge and technology and the shortage of vegetation monitoring data and experimental materials. The alternative proposals are as follows: 1) there should be agreement between the government organization and the civil group, 2) in the turnkey bidding for the river restoration projects, the river restoration design based on the volume divided into some parts should be reconsidered in order to maintain consistency in the total design, 3) in order to maintain consistency in the planning policies, MA designs should also be introduced and applied from the first stage of the project through its completion, and 4) data such as the safe water level in case of flooding for the facilities and the vegetation and data in connection with the ecological restoration of river should be accumulated. If these controversies are not settled effectively, the river restoration project will be delayed due to complications with the citizens and wasted time and effort will result from the frequent design changes. In addition, landscape architecture in this kind of restoration project is bound to decrease in the future due to frequent changes in the hydraulic-centered design.

• 한국해안해양공학회지
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• 제10권3호
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• pp.109-119
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• 1998

수평 2차원 POM (Princeton Ocean Model)을 바닥마찰과 개방경계조건에 대하여 수정하고, 간석지를 모의하기 위하여 wetting-and-drying 기법을 첨가하여 천수만과 인근연안에 적용하였다. 연구해역의 주된 기작인 조석에 의한 해수유통만을 고려하였다. 본 논문은 천수만 해역에서의 모델 보정과 검증 절차 및 결과를 제시한다. 조석표의 평균 조석 특성을 이용하여 모델영역 전반에 걸쳐 진폭과 위상을 포함하는 조석파의 전파에 대하여 모델을 보장하였고, 보정 결과가 조석파를 잘 재현하였다. 보정된 모델을 1995년 여름 관측된 해수면 변위와 유속에 대한 시계열 자료를 이용하여 검증하였고, 검증 결과가 조석 및 조류를 잘 재현하였다. 보정 및 검증 결과가 본 모델이 천수만 해역에서 조석 현상을 잘 재현할 수 있음을 보여주었다

• 한국정보통신학회:학술대회논문집
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• 한국해양정보통신학회 2006년도 춘계종합학술대회
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• pp.538-541
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• 2006

실시간 멀티미디어 전송을 위한 P2P환경에서 미디어스트리밍에 관련연구가 진행 중이다. 그러나 P2P망에서 구현한 노드의 이질성, 불안정성 및 미디어스트리밍 데이터의 실시간성 등 특징을 존재하는 것은 미디어 데이터의 품질에 대해 영향이 크다. 따라서 어떤 구조한 P2P 네트워크는 미디어스트리밍 시스템에 대해 더 좋은 것이 중요한 문제를 되었다. 본 논문에서는 P2P 미디어스트리밍 모델인 PCSA(Peers Capability Self-Adaptive)를 제안하였다. 이 모델에서는 노드의 성능에 의한 반 구조화(Half-Structure)의 P2P 오버레이 프로토콜을 구성하여 능동적인 콘텐츠를 확산한 기법을 포함한다. 노드는 자신 성능에 의하여 정보를 수집할 수 있는 기법에 의하여 검색 메시지의 수량은 감소될 수 있으나 고효율의 콘텐츠 검색을 실현하였다. 미디어스트리밍의 서비스 품질을 대한 멀티 소스에 의한 데이터 스케줄(Scheduling) 기법은 미디어 데이터 품질을 향상시킬 수 있다.

• 한국수자원학회논문집
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• 제30권5호
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• pp.459-465
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• 1997

스팀의 온도와 압력을 이용하여 불수용성 유기화합물(NAPL)로 오염된 토양의 정화가능성을 알아보기 위한 실험을 수행하였다. Octane, Toluene, Xulene과 같은 단일 NAPL인 Gasoline을 대상으로 실험을 수행하였으며, 사용된 토양은 주문진 표준사와 국내 지반에 많인 산재하는 화강토를 선택하였다. 실험결과 1 pore volume의 스팀주입으로 인한 NAPL제거율은 모래의 경우 66∼78%, 화강토의 경우는 45∼73%로 나타나 상대적으로 짧은 시간에 부작용 없이 오염물을 토양으로부터 제거할 수 있는 가능성을 보였다. 배경온도가 높을수록 스팀의 응축이 지연되고 NAPL의 유동성이 중가하여 제거율이 높아짐을 확인하였다. 또한, 스팀주입 후 온수를 유입시켜 간극사이에 증기 및 액체상태로 존재하는 NAPL을 추가로 추출할 수 있었으며, 유입수의 온도에 따라 제거율이 최고 750%까지 상승함을 알 수 있었다.

• 한국물환경학회지
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• 제29권6호
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• pp.754-761
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• 2013

Urban floods are usually caused by the lack of drainage capacity. Hence, sewer capacity expansion methodology by replacing small pipes with bigger ones is primarily applied as a flood control measure. However, this approach is often unreasonable because of the costs and time involved. Thus, the installation of underground rainwater storage tanks with the two advantages of flood control and water conservation is proposed. This study compared the effectiveness of flood control by both the sewer expansion methodology and rainwater storage tanks using the Storm Water Management Model. Three cases were simulated in this study. The first case analyzed flood reduction by the storm sewer expansion methodology. The simulation results indicate that the overflow volume from manholes was reduced by 49% with this methodology. The second case analyzed flood reduction by installation of rainwater storage tanks. The simulation results indicate that the overflow volume was reduced by 62%. However, these two cases could not prevent urban floods completely. Hence, the third case analyzed the joint application of the storm sewer expansion methodology and rainwater storage tanks. In this simulation, flooding did not occur. Consequently, the results of this study clearly show that underground rainwater storage tanks are more effective for flood control than capacity expansion of storm sewer. Furthermore, the joint application of these two flood control measures is more effective than their separate application.

• 한국지리정보학회지
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• 제12권4호
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• pp.1-17
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• 2009

본 연구의 목적은 최근 수년간 발생한 홍수피해 원인의 대부분이 하천 제방의 붕괴와 관계하고 있음을 감안하여 제방의 월류 및 붕괴특성을 고려하여 붕괴유량을 산정하고 이에 따라 발생한 홍수파로 인해 제내지에서의 침수위, 침수시간, 침수범위 등을 예측하고 피해예상 규모를 산정하는데 있다. 붕괴유량 산정을 위해서 DEM, 토지피복도, 토양도 등의 기본 GIS자료를 이용하여 수문매개 변수를 추출하고 유역의 유출량을 산정하였다. 또한 제내지 내의 구조물의 영향을 고려한 홍수범람을 실시하여 제내지에서의 범람 홍수파의 전파특성을 정확히 예측하고 제내지의 시간별 침수구역의 예측, 홍수위험강도의 산정 등을 통하여 수방 및 홍수피해 경감대책 수립의 판단 자료로 활용하고자 한다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2016년도 학술발표회
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• pp.259-259
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• 2016

This study examined Artificial Neurons Networks model (ANNs) for forecast flash discharge at Southern part of Thailand by using rainfall data and discharge data. The Sungai Kolok River Basin has meant the border crossing between Thailand and Malaysia which watershed drains an area lies in Thailand 691.88 square kilometer from over all 2,175 square kilometer. The river originates in mountainous area of Waeng district then flow through Gulf of Thailand at Narathiwat Province, which the river length is approximately 103 kilometers. Almost every year, flooding seems to have increased in frequency and magnitude which is highly non-linear and complicated phenomena. The purpose of this study is to forecast runoff on Sungai Kolok at X.119A gauge station (Sungai Kolok district, Narathiwat province) for 3 days in advance by using Artificial Neural Networks model (ANNs). 3 daily rainfall stations and 2 daily runoff station have been measured by Royal Irrigation Department and Meteorological Department during flood period 2000-2014 were used as input data. In order to check an accuracy of forecasting, forecasted runoff were compared with observed data by pursuing Coefficient of determination ($R^2$). The result of the first day gets the highest accuracy and then decreased in day 2 and day 3, consequently. $R^2$values for first day, second day and third day of runoff forecasting is 0.71, 0.62 and 0.49 respectively. The results confirmed that the ANNs model can be used when the range of collected dataset is short and real-time operated. In conclusion, the ANNs model is suitable to runoff forecasting during flood incident of Sungai Kolok river because it is straightforward model and require with only a few parameters for simulation.