• Journal of Industrial Technology
• /
• v.30 no.B
• /
• pp.91-98
• /
• 2010

Recently, there has been enormous damage due to river floodings caused by localized heavy rains. The direct discharge triggered by those torrential rains inflicts severe property damage on the residents of nearby areas. To minimize the possibility of river floodings in case of heavy rains and to predict the possible damage, the management of existing rainfall and water level observatories should be checked and prediction methods based on the characteristics of water usage and floodgate of nearby rivers must be further analyzed. Therefore, this research analyzed the water level change predictions on different spots with a regression equation of rainfall and water levels, using the observation data of the water level observatory in Jeongseon-gun, Gangwon Province and the rainfall observatory which are located on the upper region of the Han river.

• Proceedings of the KIEE Conference
• /
• 2008.07a
• /
• pp.1741-1742
• /
• 2008

위성을 이용한 통신 및 방송은 양방향 서비스 시대를 맞이하고 있으며, 위성 인프라는 통신망 back-up 개념을 벗어나 이동 휴대 그리고 지상 인프라 구축 및 운영이 어려운 지역 및 시설을 중심으로 광역 통신 및 방송의 근간 망 구성으로 나아가고 있다. 또한, 위성 통신 및 방송은 재난 방재 및 긴급 복구, 산업 시설 감시 및 측정데이터 모니터링 등 지상 인프라와 상호 보완적인 2 중망 또는 기간 망으로 활용되고 있다. 한국수자원공사에도 수문관측망 및 감시제어를 포함한 원격 데이터 취득 및 정보제공 등 많은 부분에 위성통신망이 적용되고 있으며, 수문관측망에 사용중인 위성통신망의 주파수 임대기간과 위성통신장비의 내용년수 도래에 따른 시스템 개선 및 대체방안 모색이 필요한 실정으로이다. 또한 수위, 우량과 같은 기존의 저속 위성망에 비하여 기술발전 및 데이터의 다양화에 따른 화상, 동영상과 같은 멀티미디어 데이터 등 초고속, 광대역 위성통신망을 구축할 수 있는 방안에 대하여 살펴보고자 한다.

• Proceedings of the Korean Society of Agricultural Engineers Conference
• /
• 2005.10a
• /
• pp.207-212
• /
• 2005

It was convenient and the maintenance to do ease, to tilt the effort of one irrigation facility modernization by used to solar energy of reservoir flood gate and to reach and to lead in order to prepare one hand insufficiently it follows in leaving farming of the farming village and become older in age of the irrigation facility manager, it discussed one result. The reservoir flood gate which currently is developed but as improving the circular floodgate rain it does not measure the flow which is accurate is supplied from the reservoir it could not.

• Proceedings of the Korean Geotechical Society Conference
• /
• 2008.10a
• /
• pp.820-826
• /
• 2008

Differ number of seismograph to the composition dam by recently frequent earthquake and analyzed responsiveness. Interest for dam inner place by increase of something wrong flood and inside and outside of the country earthquake appearance according to unusual change of weather is risen, on important urea in dam safety floodgate school register by structural safety divide can. Therefore, by PMP (PMF) of dam and increase of domestic earthquake occurrence, need research about earthquake resistant nature ability estimation of water resources facilities. Because responsiveness analysis applies number 0.154 ~ 0.25 g of seismograph, seismic wave that use in analysis is being suitable in dynamic analysis of construction such as Rockfill dam from representative chapter cycle faction and recommend in domestic internal examination design workbook, and use results applied much Hachinohe wave onions in van abroad.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2017.05a
• /
• pp.297-301
• /
• 2017

본 연구에서는 새만금유역과 호 내의 복잡한 수체 형상, 유입 및 유출 구조를 반영하는데 적합한 모델을 적용하고 재현성이 검토된 모델 결과를 이용하여 호 내 수질을 모의하였다. 또한 구성한 모형의 결과를 바탕으로 만경강, 동진강의 상류에 위치하고 있는 제수문에서의 방류조건을 가정하여 모의를 수행하였다. 방류조건별 모의 결과, M3, D5지점에서 목표수질을 초과하는 것으로 나타났고 새만금호 상류부인 M3, D3지점은 방류조건에 따른 수질개선효과가 큰 것으로 예측되어 만경강과 동진강의 유입수의 영향이 지배적인 것으로 평가되었다. 전량방류시 영향범위를 거리로 살펴보면 만경강대교에서 새만금호 하류방향으로 약 22 km지점, 동진강대교에서 새만금호 하류방향으로 약 15 km지점까지로 나타났다. 농도변화와 방류조건별 영향범위를 살펴보면, 하류측으로 갈수록 수질개선에 영향을 적게 미치지만, 증가된 방류량에 의해 수질이 개선되어 제수문에서의 방류량 증가는 호 내 수질개선에 기여하는 것으로 판단된다.

• Journal of Korean Society on Water Environment
• /
• v.25 no.2
• /
• pp.281-287
• /
• 2009

Achieved monitoring regularly about fishway that is a intake dam belongings to Kyeongchon for 5 years. Result that achieve monitoring, discovered pressing issue of opening and closing degree of discharge control part in fishway. In this research, analyze discharge relation with fishway and intake sluice and presented operation plan of opening and closing of discharge control part. Investigated necessity intake discharge and benefited area to analyze relation of discharge that is flowed in fishway and discharge escaping by intake sluice. When opened discharge control part step by step gradually, analyzed discharge. Compared with survey discharge making ration curve of fishway and intake sluice using orifice and submerged weir formula. Because operation of intake dam is necessary intake discharge and upriver inflow discharge by time, operation uses by survey discharge and calculated opening discharge of fishway by opening discharge of intake sluice via monthly inflow discharge. To sum up, calculated floodgate opening height of fishway by water level to present maintenance standard of intake dam.

• Journal of architectural history
• /
• v.28 no.6
• /
• pp.55-65
• /
• 2019

Ganggyeong, a city which is located at riverside of Geum River, played a role to connect the inland cities and the coastal cities through the Geum river waterway. In Chosun dynasty, Ganggyeong was one of the three major markets in Korea, and at the same time, it was one of the two river docks in Korea. However, after the railway was installed in Korea, railroad was more important than waterway in transporting logistics and in 1911 Honam railroad and Ganggyeong railway station was installed. Thus it was necessary to reorganize urban structure of Ganggyeong city from the traditional river-dock city to modern railroad city. In addition, urban infrastructure to prevent flood damage was needed because Ganggyeong suffered from floods and water shortages every year. Therefore, between 1910s and 1930s large-scale social infrastructures including road, water and sewage system, river bank, floodgate was constructed not only to revitalize the declining city but also to prevent flood damage and water shortages that hinder urban development. The installation of urban infrastructure has enabled the urban expansion and development of Ganggyeong city, and it is still served as a basic urban structure.

• Journal of Ocean Engineering and Technology
• /
• v.20 no.3 s.70
• /
• pp.61-66
• /
• 2006

The estuary has a very complex coastline and bottom topography. Before the close of floodgate, the Keum river estuary was deposited with sediment from the Keum river, created bythe construction of the Keum river estuary dike. So, a periodical dredging is necessary to assure water depth for boat entry and departure to Kunsan port. Theof this study is to find the change of tidal current of M2tide and the topography before and after construction at the Geum River estuary dike. The change of water depth is investigated by digitizing the sea map (No.305) of Kunsan port, which was edited by National Oceanographic Research Institute. The calculated co-range and co-tidal charts of M2tide before the dike construction are similar to the observed ones. Therefore, the amplitude and phase after construction at Geum River estuary dike increases compared to before construction at Geum River estuary dike. The scour occurred in the A-A' section.

• Proceedings of the Korean Society of Disaster Information Conference
• /
• 2017.11a
• /
• pp.217-218
• /
• 2017

침수상황감시/현장안내시스템은 핸드폰망(CDMA)등 다양한 통신채널과 이들의 DTMF, SMS, Data 통신 등을 활용하여 수위 등 현장위험 상황을 실시간으로 감시 위험요인 발생 시 비즈니스 룰(Business Rule)을 이용 자동으로 현장안내 및 관리자, 지역주민, 수문 인근 경작지 농민에게 SMS를 이용 즉각 위험 상황을 전달하고, 상황실에 현장 상황 자동표출을 통하여 관계기관 및 국민들이 재난상황에 신속히 대응할 수 있도록 하는 시스템이다. 지방자치단체에서 재난상황 관리에 있어 유형별 표준행동 매뉴얼을 관리 시군구재난관리시스템을 이용 운영하고 있으나, 많은 분야별 자료들이 행정적인 업무지시 및 응답에 치중되고 있는 게 현실이다. 이에 지방자치단체에서 관리중인 배수문, 잠수교, 하상주차장 등 위험지역의 침수상황을 실시간으로 감시하며 공무원, 민원인, 인근주민에게 상황단계에 따른 안내 및 관리에 대한 업무프로세스는 상황에 따른 변화가 있어 단순한 프로그래밍에 의한 전산화하기 힘들다. 본 논문에서는 재난전문가의 전문지식을 적극 활용하여 다양한 상황에 대처할 수 있는 BRMS(Business Rule Management System)를 이용하여 침수상황감시/현장안내시스템의 설계를 제안하고자 한다.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.12 no.11
• /
• pp.4738-4744
• /
• 2011

This study proposes the system of new small sluice gate operated without the upper concrete structure. The new mechanism is composed of hydraulic system, driving mechanism to feed the floodgate up and down, hydrological locking device, safety device and etc. The hydraulic pumps and control systems away from the location of the sluice gate systems are installed and controled in place. The feed device with the hydraulic rack, pinion and hydraulic actuator is installed on the side of the sluice gate. The following results take the advantages of cost reduction, operation safety and compact product.