• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.7 no.3
• /
• pp.195-202
• /
• 1987

The flow characteristics in the shallow open channel bends are investigated, whose total angles were 30, 60, 90, 120, 150 and 180 in degree, and whose bed frictions were relatively rough(C=30) and smooth(C=60), respectively. The terms analyzed in this study are the water surface profile, the distribution of velocity and the flow direction, relating to the various total angles in the bends. The maximum depth in the bends could be found at the outside section of the location of $15^{\circ}$ local angle from the bend inlet, having no relation to the total angle and bed friction. It is supposed that the path of maximum velocities is especially influenced by the bottom friction when the total angles are bigger than 150 in degree, approximately. The ratio of the superelevation to the velocity head seems to increase as the total angle of the bends increases. The flow direction is skewed to the inner side at the bend inlet, and skewed to the outside at the bend outlet, regardless of their total angles.

• The Journal of the Petrological Society of Korea
• /
• v.19 no.4
• /
• pp.293-301
• /
• 2010

The Ipbong Andesite is a stratigraphic unit which is lain in the lowermost part of the Yucheon Group in the southeastern Yeongyang sbbasin. The Ipbong Andesite is lain on the Sinyangdong Formation and under the dacitic tuff, and consists in its lower andesitic tuffs and upper lavas. The andesitic lavas show some alignments of elongate vesicles filling with calcite amygdules and plagioclase microphenocrysts, and show rare imbrication of the microphenocrysts in vertical sections parallel to them. The flow directions which is measured from the flow indicators are laid along NNW-SSE trend in the eastern part and NNESSW in the southwestern part of the study area. Movement pattern from the flow lineations suggests that the Ipbong Andesite had a fanlike pattern by flowing southwards from the mid-northern part. Accordingly a small diorite stock in the mid-northern part area may probably be a source area of the Ipbong Andesite.

• The Journal of Engineering Geology
• /
• v.21 no.1
• /
• pp.45-55
• /
• 2011

We examined the interactions between surface and groundwater through (1) flowmeter logging, (2) measurements of seasonal and vertical changes in temperature within a well, and (3) geochemical analyses of water samples from nine groundwater-monitoring wells. At two wells adjacent to a stream, subsurface water was found to flow from the stream to a surrounding alluvial fan, and the seasonal change in groundwater temperature is similar to those of surface water and air. Geochemical analyses at two wells indicated hydro-geochemical features affected by streamwater inflow, showing seasonal variations. Accordingly, these two wells are located in an area with active interaction between surface water and groundwater. The Thermochron I-button used in the present study is useful for this type of study of groundwater?surface water interaction because of its low cost and small size.

• Journal of the Korean Society of Fisheries and Ocean Technology
• /
• v.24 no.1
• /
• pp.17-21
• /
• 1988

To the purpose of keeping net mouth of seine with bag open in the seining operation a novel method was devised and tested with model gear that double textile strips were fixed at both side edges of bag net mouth as sheering devices. The angles of attack of inner and outer strips were the 40 in degrees by adjusting rigging. In seining operation current that flowed between the double strips and generated side force on the strips sheered and opened the net mouth automatically. This paper described dynamic characteristics of the sheering strips and its automatic opening function of net mouth.

• Journal of Conservation Science
• /
• v.10 no.1 s.13
• /
• pp.21-30
• /
• 2001

The antibacterial and insecticidal properties of ethanol extracts and volatile components extracted from Eugenia caryophyllata, Boswellia carterii, Agastache rugosa, Aristolochia contorta, and Aquilaria agallocha were evaluated. The ethanol extract and volatile component of E. caryophyllata showed strong antimicrobial effect against all strains (Mucor hiemalis, Aspergillus niger, Penicillium funiculosum, Trichoderma viride) and the volatile component of B. carterii showed antimicrobial effect against all strains except T. viride. The ethanol extract of E. caryophyllata and A. contorta showed $100\%\;and\;32\%$ mortality against Reticulitemes spertus kyushuensis Morimoto for 48 hours and 72 hours, respectively. In the case of volatile component, E. aryophyllata showed $100\%\;and\;20\%$ mortality against R. spertus and Lyctus linearis GOZE, respectively. The main constitute, eugenol $(92\%)$ among nine components from volatile component of E. aryophyllata were identified as antibacterial active substance.

• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.28 no.6
• /
• pp.350-360
• /
• 2016

In order to investigate characteristics of waves and currents varying in space in the Haeundae coast in winter, numerical simulations by using a 2-D spectral wave model(SWAN) and 2-DH hydrodynamic model(Delft3D) were carried out in this study. The results of numerical simulations were validated with the field data collected at several different locations in the study area in February, 2014. From the numerical simulations, it was found that waves and currents were significantly influenced in terms of direction and magnitude by bottom topography characterized by straggling rock crops covered with sea grasses. The coupling of SWAN and Delft3D models also revealed that alongshore currents directing from the east to the west were developed in the nearshore, due to the influence of larger waves with the main incident direction from the east.

• Journal of the Korea Society of Computer and Information
• /
• v.27 no.3
• /
• pp.1-12
• /
• 2022

In the event of a maritime distress accident, rapid search and rescue operations using rescue assets are very important to ensure the safety and life of drowning person's at sea. In this paper, we analyzed the surface layer current in the northwest sea area of Ulleungdo by applying machine learning such as multiple linear regression, decision tree, support vector machine, vector autoregression, and LSTM to the meteorological information collected from the maritime observation buoy. And we predicted the drowning person's route at sea based on the predicted current direction and speed information by constructing each prediction model. Comparing the various machine learning models applied in this paper through the performance evaluation measures of MAE and RMSE, the LSTM model is the best. In addition, LSTM model showed superior performance compared to the other models in the view of the difference distance between the actual and predicted movement point of drowning person.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2023.05a
• /
• pp.497-497
• /
• 2023

정수장에서 소독 및 여과 처리가 완료된 깨끗한 물은 배급수시설로 전달되나, 실제로 관의 노후화, 갑작스러운 유향 변동, 특정 구역의 관 내 정체 시간에 따른 Water Age 상승 등 여러 요인으로 인해 실제 수용가에는 안전하지 않은 용수가 공급될 가능성이 있으며, 이에 따라 적절한 위치에서 지속적인 감시를 통한 조기 발견 및 조치가 필요하다. 상수도 시설기준(2010)에 배수시설의 주요 지점 혹은 관 말단 등 필요에 따라 적절한 위치에 수질 계측기를 설치할 수 있도록 제시되어 있으나, 계측기 설치 위치나 개수에 대한 기준이 모호한 실정이다. 모든 구역에 수질계측기를 설치하여 감시하는 것이 이상적이지만, 현실적으로는 지자체 환경 및 경제적인 한계가 있어 주요 위치에 설치하는 것이 바람직하다. 본 연구에서는 대표적인 수리해석 모형인 EPANET을 사용하여 대상 관망의 노후도, 유속, 유향변동 등의 영향인자를 바탕으로 수질사고가 발생할 확률이 높은 관을 위험관으로 선정하고, 선정된 위험관을 대상으로 최단 경로와 Cost를 산출할 수 있는 Floyd Warshall Algorithm을 이용하여 각 Node(수용가)간 물이 이동할 때의 최소 도달시간과 경로를 파악하였다. 또한, 시간 서비스 수준(Level of T hour Serivice)의 개념을 도입하여 위험관으로부터 특정시간 이내에 흐름이 도달하는 Node를 파악한 뒤, 그 중 가장 많은 피해를 발생시킬 수 있는 위험관을 수질계측위치 지점으로 선정하였다. 제시된 수질사고 발생위험이 높은 위험관을 대상으로 수질계측 위치를 선정하는 방법이 전체 관망 네트워크를 대상으로 수질계측 위치를 판단하는 방법보다 결과 신뢰도 측면에서 더욱 효과적이고 효율적인 방법으로 사료된다.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2022.05a
• /
• pp.185-185
• /
• 2022

상수도 관망의 운영 단계에서 비정상상황의 발생은 필연적으로 발생하며, 비정상상황 발생 시상수도 관망 내 설치된 제수 밸브의 차폐를 통해 해당 구역의 격리 후 복구를 진행한다. 일반적으로 제수밸브를 통해 격리될 수 있는 최소 구역은 세그먼트로 정의하고, 제수밸브 설치 시 세그먼트의 격리로 인한 상수도 관망의 피해를 줄일 수 있도록 위치를 선정한다. 제수 밸브를 통한 격리 시 상수도 관망의 흐름 경로와 유향, 유속의 변화와 같은 수리적 특성 변화가 불가피하다. 지난 '19년도에 발생했던 3건의 수질 사고가 수리적 특성 변화에서 기인했던 것을 고려할 때, 제수밸브 차폐로 상수도 관망의 부분 격리 시 발생 가능한 수리적 특성 변화에서도 수질 사고가 야기될 가능성이 있다. 기존 제수밸브 위치를 결정한 연구들을 보면, 대부분 제수밸브 위치에 따라 결정된 세그먼트의 격리 시 수압 저감을 고려하여, 격리 시에도 상수도 관망의 성능을 최대한 유지할 수 있도록 결정하는 것이 일반적이다. 다만, 앞서 언급한 것과 같이 격리 시 발생 가능한 수리적 특성 변화로, 수압 저감 외에도 예기치 못한 수질 사고의 발생 원인이 되기도 한다. 이에 따라 제수밸브의 최적위치를 결정할 때 수리적 특성 변화를 고려해야 예지치 못한 2차 피해를 줄일 수 있을 것이다. 이에 본 연구는 그래프이론을 활용하여 격리 전후 관로의 유향 변화를 최소화하도록 제수밸브 최적 위치 결정하는 방법론을 제안한다. 그래프이론은 망의 형태를 가지는 상수도 관망의 연결성을 정량화할 수 있으며, 본 연구에서는 수리학적 거리 인자를 적용하여 격리 시에도 각 수요절점이 최소 경로를 확보할 수 있도록 유도하였다. 해당 방법론은 가상 관망에 적용하여 수리학적 거리 인자에 따른 설계와 기존 상수도 관망 성능 극대화 설계 안을 비교하였다. 또한 수질 사고 위험도 인자를 정의하여 해당 인자에 따른 각 설계 안의 효과를 분석하였다. 본 연구는 향후 수질 사고를 고려한 밸브 시스템의 설계 및 운영에 활용할 수 있을 것으로 기대한다.

• Journal of the Korean Society of Fisheries and Ocean Technology
• /
• v.40 no.2
• /
• pp.115-125
• /
• 2004

An experiment to measure the volume variation of bag net in a set-net by acoustic telemetry system was conducted in Jaran Bay, Gosung, Korea on 10 April to 23 April 2003. The long baseline telemetry system consists of three radio-acoustic linked positioning (RAP) buoys, a time controller with a personal computer and seven pingers. Six pingers were attached on the bottom of the bag-net and the other one was fixed on the sea bed. The results obtained are summarized as follows : 1. The average RAP buoy fixing errors of x-axis, y-axis, and z-axis were 0.2m, 0.4m, and 0.1m, respectively. 2. In the neap tide the minimum and maximum volume of the bag-net on 11 April 2003 were 4,173$m^3$(17:00) and 4,757$m^3$(12:00), respectively. The average current direction and speed at those times were 99.9$^{\circ}$, 12.9cm/s and 104.0$^{\circ}$, 2.4cm/s, respectively. 3. In the spring tide on 17 April 2003, the minimum and maximum volume were 2,016$m^3$(18:30) and 4,454$m^3$(15:00), respectively. The average current direction and speed at those times were 315.6$^{\circ}$, 16.1cm/s and 289.0$^{\circ}$, 5.7cm/s, respectively. 4. In conclusion the maximum variation of the volume on 17 April to 20 April 2003 was 3,552$m^3$ and it was larger 1.4 times than time on 11 April to 16 April 2003.