• Journal of the Korean earth science society
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• v.31 no.2
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• pp.139-150
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• 2010

This study investigated the depositional environment of the area of Anmyeondo in the mid-western coast of Korea. A total of 142 surface sediments were analyzed, and leveling survey was conducted as well in 12 transects at the sandy tidal flat in the area. The surface sediments are classified into several different types (slightly gravelly Sand, Sand, slightly gravelly sandy Mud, etc.) and they show fining-distribution toward the offshore. Textural parameters are characterized by being coarse, well sorted, positively skewed in the supratidal and intertidal flat, whereas being finer, poorly sorted, negatively skewed in the subtidal flat. According to the C-M diagram, the sediment transport modes are characterized by the mixed mode of bedload and graded suspension in supratidal and intertidal flat, and by graded suspension or uniform suspension in the subtidal flat. Histogram shows a bimodal distribution in the lower subtidal flat which is indicative of two sediment transport modes.

• Journal of Soil and Groundwater Environment
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• v.8 no.1
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• pp.81-86
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• 2003

Understanding the penetration behavior of the spilled oil is very important to remove itself and to minimize its impact on intertidal biological communities by earlier treatment of the oil. The purpose of this study is to clarify the effects of wave and tidal actions on the penetration of spilled oil and to evaluate main factors of oil penetration using a sandy-beach model. Infiltration processes into the sediments showed significant difference between seawater and crude oil. Seawater was infiltrated by both wave action and tidal fluctuation into the sediments in sandy beach. However, spilled crude oil penetrated into the sediments only by falling tides and not by wave action, and the first tide is most important for the penetration of stranded oil. Over 70% of bulk fraction in penetrated crude oil was concentrated to the top 2 cm sediment-layer when spilled oil volume was 1 L/$\textrm{m}^2$. Moreover, the penetration of stranded oil into the sandy beach sediments was strongly correlated with the oil viscosity affected by temperature.

• Journal of Korea Water Resources Association
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• v.38 no.5 s.154
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• pp.401-413
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• 2005

This study analyzed the hydraulic effects of Singok submerged weir in the lower Han River. 1-D hydraulic flood routing model was used and calibration and verification were performed using 8 flood or nonflood events. Flow characteristics were analyzed using various outflows of Paldang Dam and tidal data of the Yellow Sea. Water level increase effects by establishment of Singok submerged weir were as following, when maximum flood tidal was 2.4m, highest water level increased about 0.65m, and lowest water level increased about 1.25m in the downstream of Jamsil submerged weir. In Hangang Bridge, due to the Singok submerged weir, when maximum flood tidal was 2.4m, tidal range was 0.07m and decrement of tidal range was about $90\%$. And when maximum flood tidal was 5.5m, tidal range was 1.6m and decrement of tidal range was about $35\%$. When the outflow of Paldang Dam was over 20,000cms, tidal range was below about 0.06m, and tidal effect did not appear hardly.

• Journal of the Society of Naval Architects of Korea
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• v.31 no.1
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• pp.94-101
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• 1994

This paper describes a short-term prediction model for the movement of an oil slick in shallow waters. Under the assumption that the initial movement of the oil slick is governed by spreading and advection, the model has been developed and applied to Kyungki-Bay near Incheon Harbor. The initial spreading is estimated by using an empirical formula. The depth-averaged momentum equations are solved numerically for the volume transport velocities, in which the $M_2$ tide is the main driving source. A staggered grid system is adopted fur spatial discretization and the half-time method is implemented for time marching. The numerical result is visualized with the help of animation and thus the contaminated area is displayed on a monitor in time sequence. The input data are the time, the location and the volume of spill accident as well as environmental data such as md and $M_2$ tide.

• Journal of Wetlands Research
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• v.14 no.2
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• pp.289-301
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• 2012

Tidal artificial lake capable of inflow and outflow of seawater is planned for waterfront and eco-friendly space at Songdo, Incheon, Korea. This study for hydrodynamic behaviors of tidal artificial lake was carried out and predicted about water level and velocity within the lake corresponding to width of channel or waterway using by 1 dimensional numerical model(CEA) and 2 dimensional numerical model(FLOW2DH). As a result, the proper width, 100.0m of the channel between the lake and the open sea was calculated reasonable conclusions such as tidal phase lag and maximum velocity from CEA. Also, water level and velocity of each point within the lake was predicted and compared to the measured data from FLOW2DH. FLOW2DH was added to the gate control case for maintenance and administration purpose of the lake and obtained the results that the velocity was decreased by approximately 20% at flood and 50% at ebb than the case without gate control.

• Korean Journal of Fisheries and Aquatic Sciences
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• v.19 no.3
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• pp.274-280
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• 1986

Velocity variability of Masan Inlet in the northernpart of Chinhae Bay is studied on the basis of the cross-sectional net velocity distributions and its root-mean-square. They were calculated during three consecutive cycles at spring tide as well as two cycles at near tide with precipitations in June and July 1985. During the spring tide, net ebb flow take place in the western channel while net flood flow in the eastern channel of the cross-section. On the contrary, the direction of both net flows during the neap tide with precipitations is reversed. R.M.S. isotachs show that the highest velocity is 15 cm/sec at spring tide and 10.3 cm/sec at neap tide, and the greatest velocity is persistently found at the surface layer of the western channel of the cross-section at each tidal cycle. It is shown that the major part of constituents of the constant flow in the Inlet is the tidal residual current. The density-driven current, however, plays an important role afer the heavy precipitations.

• The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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• v.8 no.4
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• pp.411-419
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• 2003

Dredged material during Masan Bay cleaning in 1990-1994 was deposited in Gapo area. The site provides an ideal experimental condition to monitor environmental remediation and benthic ecosystem stabilization processes after the disturbance. Sea water samples were taken during one tidal cycle in one hour interval from Oct. 2001 to Apr. 2002 (4 times) to estimate the organic matter and nutrient fluxes in Gapo area. Hourly material fluxes were estimated from the water balance estimated from 3 dimensional topography of Gapo area and from material concentration. Net material fluxes were estimated from the difference between total influx and total outflux during one tidal cycle. Chemical oxygen demand showed net outflux in Nov. 2001, Dec. 2001 and Apr. 2002 (2.2∼3.9 g m$\^$-2/ h$\^$-1/) and showed net influx in Mar. 2002 (1.4 g m$\^$-2/ h$\^$-1/). Ammonium showed net outflux during the study (0.1∼118 mg m$\^$-2/ h$\^$-1/m-2h-I). According to this investigation, Gapo area was a source rather than a sink of organic matter. However, the variability of the material fluxes was high so that a long term study may be required.

• 한국해양학회지
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• v.14 no.2
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• pp.71-77
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• 1979

Tidal waves and the fluctuation of current are studied by use of observed data on tidal level, flow velocity and river discharge in the estuarine region of the Nakdong River. Observed data on the tidal level at five stations are used to obtain the fluctuation of amplitude and phase of tides, and the change of the wave speed versus distance from the river mouth. Comnining these tidal data with the vertical distribution of horizontal velocity data, some characteristics of the periodic tidal flow are deduced: (1)Diminishing rates of the tidal amplitude ratio η / η$\_$0/ at high tide were 0.058η$\_$0H/ /Km at neap tides. The constant of phase change, K, was 0.035rad/km. (2)While proceeding landward, the shape of the tidal wave changes from symmetrical to asymmetrical. The traveling speed of the tidal wave crest was estimated to be 3.6∼5.2m/sec, while that of the tidal wave trough was 2.4∼ 3.5m/sec. (3)The flowing speed of the water varies periodically in accordance with the tidal period. The maximum speed of landward flow appeared approximately at two hours before the high tide, while that of seaward flow at two hours before the low tide. (4)The upstream boundary is deduced approximately to be 50km at spring tide and 44km at neap tide from the tidal velocity decreasing. the tidal influence area is estimated approximately to be 65km from the tidal amplitude damping.

• Proceedings of the Korea Society for Energy Engineering kosee Conference
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• 1996.10b
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• pp.150-156
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• 1996

본 연구에서는 Alaska Usibelli 아역청탄이 사용되는 실린더형 석탄 가스화기내에서 석탄의 입자크기가 반응성 유동장과 주요 생성물의 농도분포에 미치는 영향을 고찰하기 위하여 미분탄 입자의 크기를 40$mu extrm{m}$, 60$\mu\textrm{m}$, 100$\mu\textrm{m}$, 120$\mu\textrm{m}$ 및 140$\mu\textrm{m}$로 각각 나누어 전산모사를 수행하였다. 모사결과, 가스화기 내에서 석탄의 입자크기가 가스화 생성물의 농도와 유동장에 커다란 영향을 미침을 알 수 있었다. 입자의 크기가 100$\mu\textrm{m}$일 때 가스화기 출구에서 주 생성물인 CO와 H2가 초대로 생성되고 이때 이들의 평균 몰분율은 각각 0.62, 0.16(dry basis, inert free)으로 예측되었다.

• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.1296-1300
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• 2009

삽교호는 금강 하류부에서 해수의 역류에 의한 염수 침입에 따른 염해방지와 유역에 필요한 담수를 확보하기 위하여 만들어졌다. 방조제는 조위 상승에 따른 해수의 침임을 방 할 뿐만 아니라 홍수 시에는 배수갑문의 인위적인 조작을 통해서 과다한 홍수량을 바다로 배제하여 상류유역의 홍수피해를 방지하고 있다. 방조제로 인하여 기존에 염해로 인하여 취수할 수 없던 하천구간에서의 취수가 가능하게 되었으며, 일정한 수위로 관리되도록 함으로써 상당량의 농업용수를 확보하게 되었으나, 댐과는 달리 허가를 위해 가용한 유량이 얼마인지 판단을 해본 적이 없다. 그것은 방조제의 방류량이 댐의 방류량과는 달라서 조석의 영향을 매우 크게 받기 때문에 단순한 물수지 분석 등으로 이를 모의하기가 힘들기 때문이다. 게다가 1일 2회의 조석이 발생하므로 1일단위의 물수지 분석은 어려운 현실이다. 방조제의 공급능력을 고려하지 않고 물수지 분석을 하게 되면, 취수하고 있는 용수는 추가적으로 확보되는 물을 사용하는 것이 아니라 자연하천에서의 물을 사용하는 것으로 분석된다. 이러한 문제점을 극복하기 위해서는 방조제가 공급 가능한 가용허가수량이 얼마인지 분석하고 이를 물수지 분석에 반영해 줄 수 있도록 해야 할것이다. 이에 본 연구에서는 조위예측방법 및 수문조작 방법등 주요 모의 알고리즘을 이용하여 물수지 분석 모형을 개발하고 수자원장기종합계획의 일별자연유출량 자료에 대해 물수지 분석을 수행함으로써 삽교천방조제의 수리권 가용수량에 대해 추정하여 보았다. 적용 결과 삽교천방조제에 의해 기존의 갈수량인 $4.9m^3$/초 외에 안정성이 요구되는 생 공용수로 약 $4.2m^3$/초의 유량과, 제한적인 시기만 사용하는 농업전용으로 약 $10.3m^3$/초의 유량이 공급 가능할 것으로 나타났다.