• 한국측량학회:학술대회논문집
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• 한국측량학회 2007년도 춘계학술발표회 논문집
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• pp.51-54
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• 2007

This study is aimed to acquire the depth information and measure the water volume of reservoir using the robot-ship equipped with GPS and echosounder. Robot-ship is an automatic system for measuring exact depth and bed topography. According to field experiment results, measured water volume by the robot-ship data was not much exceeding 6.8% in comparison with existing water volume data, and it was guessed because of sediments of reservoir bottom. The robot-ship could be used to acquire economically and exactly the water depth and bed topography of reservoirs, dams, rivers and so on.

• 한국측량학회지
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• 제20권4호
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• pp.375-381
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• 2002

하천이나 해양의 수심에 관한 정보는 주로 수면에서 해저까지의 음파신호의 왕복시간을 관측하는 음향측심에 의해 취득되며 이외에도 사진측량, 수중측량, 레이저 측량 등이 있다. 이 방법은 주로 수심이 얕은 해안이나 하천 등의 항로도 작성에 이용된다. 한편 부유물질의 영향이 적고, 수질이 양호한 해역에서는 항공사진 또는 인공위성 영상을 활용할 수도 있다. 현재 우리 나라의 경우 전반적인 수심측량이 완료되었으나, 측량된 수심의 점밀도가 비교적 낮은 실정이다. 따라서 본 연구에서는 현재 가장 많이 이용되고 있는 음향측심기를 이용해 하천의 수심을 측정하고, GPS-RTK기법으로 평면위치를 측량하여 격자 수심도를 작성하여 그 정확도를 비교 분석하였으며, 그 결과 음향측심기에 의한 수심측량이 기존의 방법에 비해 상대적으로 정확하고 경제적인 수심측량이 가능하다고 판단되었다.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 1998년도 공동 심포지엄 및 추계학술발표회
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• pp.119-122
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• 1998

Chemical analysis, measurement of pumping rates of 60 production wells and depth to water tables of 57 monitoring wells were carried to protect depletion of water resources and deterioration of water quality for the commercial portable ground-water. Borehole depth of production well averages 149m(31 boreholes), casing depth is 28m(29 boreholes), production rate is 70 $m^3$/day and depth to water table of monitoring well is 23.26m, respectively. The geology of 60 wells can be divided into Daebo granite(20), Okchun metarmorphic complex(18), Precambrian granitic gneiss(15), Bulguksa granite(4), Cheju volcanics(2), Cretaceous sedimentary rock(1). Average electrical conductivity and pH are 152$\mu$S/cm, and 7.35, respectively. The contents of major cation and anion predominantly $Ca^{2+}$>N $a^{+}$>M $g^{2+}$> $K^{+}$ and HC $O_{3}$$^{－}$ >S $O_{4}$$^{2-}$>Cl￣>F￣. Water type is predominantly $Ca^{2+}$-HC $O_{3}$$^{－}$(81.7%). It's possible that water chemistry of some wells were affected not only by the geology of boreholes penetrated but by inflows of surface water or shallow ground-water. Therefore, it is strongly necessary to steadily monitor the water quality and hydrogeologic conditins of production wells.ells.ls.ells.

• 수산해양교육연구
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• 제26권1호
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• pp.34-48
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• 2014

Marine algal assemblages on the artificial reefs at three stations (Haengwon, Geumneung, Pyoseon in Jeju-do) and the growth pattern of Ecklonia cava with water depth were studied before and after rocky cleaning. Nine algal species occurred at three artificial reefs before rocky cleaning in July 2012, however, 19 algal species were found at three artificial reefs after rocky cleaning in July 2013. In particular, 13 of 19 species in 2013 were replaced by different species which were not found in July 2012. Algal biomass rapidly increased in July 2013 after rocky cleaning. The nMDS plot based on the presence and absence data of macro-algal assemblages on the artificial reefs showed that the species compositions between artificial reefs were similar to each other before rocky cleaning operations in July of 2012. However, after rocky cleaning, the species composition of macro-algal assemblages in Haengwon region was similar to that in Pyoseon region while that in Geumneung region was different to those in Haengwon and Pyseon regions in July 2013. It is needed to clarify the suitable water depth for transplantation of perennial Phaeophyta E. cava. According to the data on seasonal changes in total length, total weight, blade length, blade width, blade weight of E. cava, it began to grow rapidly from April and reached to the maximum value in June, and then degeneration of the blade occurred in July and continued to early August. Although the total length of E. cava at 10m water depth was larger than those at 5 m and 15 m water depths, there was no significant difference statistically among water depths by ANOVA test. However, in the values of total weight, blade length, blade width, and blade weight, the growth patterns at 5 m water depth were larger than those at 10 m and 15 m. Thus, it is assumed that the most suitable water depth for transplantation and its maximum growth and effective release of zoospores of E. cava will be 7~10 m water depth.

• 한국환경복원기술학회지
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• 제9권1호
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• pp.72-88
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• 2006

The optimal environmental ranges of the establishment phase for the distribution of Zizania latifolia and Typha angustifolia was determined to develop a set of basic data and criteria of planting substrate for the restoration, conservation and management of wetlands. The study was carried at 17 wetlands in the Kyunggi-do and Gyeongsangnam-do region where inland wetlands place intensively in June, 2005. Total 127 quadrats were sets in growing areas of Zizania latifolia and Typha angustifolia. $NO_3-N$, K, Ca, Mg and Na in the water variables and soil texture, LOI (loss on ignition), soil pH and soil conductivity in the soil variables were analyzed. The optimal range of water depth for the distribution of Zizania latifolia was -5~39cm, $NO_3-N$ content of water was <0.01~0.19ppm, K content of water was 0.1~5.9ppm, Ca content of water 0.5~44.9ppm, Mg content of water was 1.2~11.9ppm, Na content of water 3.4~29.9ppm, water conductivity was 48~450${\mu}S$/cm, respectively. The optimal range of LOI for the distribution of Zizania latifolia was 1.7~11.9%, soil conductivity was 25.5~149.9${\mu}S$/cm, respectively. The optimal range of water depth for the distribution of Typha angustifolia was -20~24cm, $NO_3-N$ content of water was <0.01~0.19ppm, K content of water was 0.2~2.9ppm, Ca content of water 0.6~19.9ppm, Mg content of water was 0.2~5.9ppm, Na content of water 3.5~19.9ppm, water conductivity was 96~450${\mu}S$/cm, respectively. The optimal range of LOI for the distribution of Typha angustifolia was 2.4~15.9%, soil conductivity was 17.6~149.9${\mu}S$/cm, respectively. The optimal soil texture were loam, silt loam and sandy loam in both species. The lower water depth (-20~40cm) is appropriate to increase biodiversity in both species dominated community and it is better to maintain water depth of 40~100cm for water purification. Both species appear frequently in the soil with high silt content.

• 대한지리학회지
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• 제42권1호
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• pp.121-132
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• 2007

본 연구는 금강하구에서 인공구조물 축조로 인해 야기된 수심 변화의 시 공간분포 특성을 평가하고자 한다. $1979{\sim}2004$년 해도로부터 수심 데이타를 추출하여 GIS환경에서 퇴적층의 변화추세가 평가되었다. 하구둑 전면과 장항항-군산내항 사이의 공사중인 인공섬 북측, 개야수로 일부, 대죽사주 등 대부분의 연구지역에서 1979년에 비해 2m이상 퇴적층이 쌓이면서 수심이 얕아진 경향이 나타나 하구역이 점점 더 퇴적작용이 우세한 환경으로 변이되는 것이 확인된다. 하구둑-군산내항 수역에서 수심이 얕아진 지역이 79%, 깊어진 지역이 21%로 이 구간의 퇴적양상이 가장 문제가 되고 있다. 하구둑을 통한 하천수의 유출이 진행되는 방향에 위치하는 군산내항을 거쳐 개야수로에 이르는 하구 내측에 퇴적이 집중되고 있어 하구둑의 건설 이후에도 하천으로부터 퇴적물 공급이 완전하게 차단되지 않고 하천유로를 통해 지속적으로 공급되는 것을 확인할 수 있었다. 이 연구는 하구 둑이 건설된 이후 연구지역에서 전체적으로 침식보다는 퇴적 작용이 우세하다는 기존의 연구에서 나아가 인공구조물과 연계되어 퇴적과정이 활성화되는 지역과 그렇지 못한 지역의 공간적 변이를 규명하였다. 결국 GIS 기반의 수심환경 평가가 기존의 미시적 인 데이터에 의거한 퇴적환경 연구결과를 객관화하고 정량적인 근거를 제시하는 도구로 활용될 수 있었다.

• 생태와환경
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• 제33권3호통권91호
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• pp.311-318
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• 2000

식물플랑크톤 군집의 분포 특성에 따른 운모호의 최적 취수수심 검토를 목적으로 1998년 2월부터 10월까지 조사를 실시하였다. 식물플랑크톤 출현종은 7강, 12목, 28과, 51속의 75종, 4변종인 총 79 taxa였다. 2월부터 7월까지는 4월을 제외하고 규조강이 우점종이었으며, 8월은 갈색편모조강의 Rhodomonas sp.가 우점종이었으나 9월과 10월은 남조강의 Microcystis ichthyoblabe가 우점종이었다. 식물플랑크톤 현존량은 10월이 122,800 cells/mL로 가장 많았으며, 5월이 가장 적은 415 cells/mL로 나타났다. 2월부터 5월까지는 수심별 식물플랑크톤의 현존량 변화는 심하지 않았으나, 6월부터의 고수온기에는 표층수를 비롯한 표수층(表水層)의 식물플랑크톤의 양이 해수층(深水層)보다 훨씬 높게 나타났다. 5,000 cells/mL 이상의 현존량을 보인 수심은 6월의 경우 표층수로부터 9m의 범위이며, 9월은 6m까지, 그리고 10월은 단지 표층수에만 국한되었다. 수온과 식물플랑크톤량의 2가지 요인만을 고려한 적정 취수 수심은 전체 수심의 총 식물플랑크톤 현존량을 최소 75.4%에서 최대 98.0%까지 배제하며, 수온은 18.3${\sim}$20.0$^{\circ}C$$ 범위를 나타내는 6m의 수심이 타당할 것으로 판단된다.

• 대한조선학회지
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• 제19권1호
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• pp.23-32
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• 1982

Herein the motion of a freely-floating sphere in a water of finite depth is analysed within the framework of a linear potential theory. A velocity potential describing fluid motion is generated by distributing pulsating sources and dipoles on the immersed surface of the sphere, without introducing an inner flow model. The potential becomes the solution of an integral equation of Fredholm's second type. In the light of the vertical axisymmetry of the flow, surface integrals reduce to line integrals, which are approximated by summation of the products of the integrand and the length of segments along the contour. Following this computational scheme the diffraction potential and the radiation potential are determined from the same algorithm of solving a set of simultaneous linear equations. Upon knowing values of the potentials hydrodynamic forces such as added mass, hydrodynamic damping and wave exciting forces are evaluated by the integrating pressure over the immersed surface of the sphere. It is found in the case of finite water depth that the hydrodynamic forces are much different from the corresponding ones in deep water. Accordingly motion response of the sphere in a water of finite depth displays a particular behavior both in a amplitude and phase.

• Structural Monitoring and Maintenance
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• 제6권2호
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• pp.85-101
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• 2019

The effects of foundation scour depth and riverbed condition on the natural frequencies of a typical cross-river integral abutment bridge have been studied. The conventional operational modal analysis technique has been employed in order to extract the modal properties of the bridge and the results have been used in the Finite Element (FE) model updating procedure. Two tests have been carried out in two different levels of water and wet condition of the riverbed. In the first test, the riverbed was in dry condition for two subsequent years and the level of water was 10 meter lower than the natural riverbed. In the second test, the river was opened to water flow from the upstream dam and the level of water was 2 meter higher than the natural riverbed. The results of these two tests have also been used in order to find to what extend the presence of water flow in the river and saturation of the surrounding soil affect the bridge natural frequencies. Finally, the updated FE model of the bridge has been applied in a series of parametric analyses incorporating the effect of piles' relative scour depth on the bridge natural frequency of the first four vibration modes.

• Journal of Construction Engineering and Project Management
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• 제7권1호
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• pp.26-29
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• 2017

This paper represents the experimental investigation of chloride penetration into plain concretes and reinforced concretes. The main objective of this work is to study the main influencing parameters affecting corrosion of steel in concrete. Plain cement concrete and reinforced cement concrete with different water-cement ratios and different cover depth were subjected to ponding test. Ponding of specimens were done for different periods into 10% NaCl solution. Depth of penetration of chloride solution into specimens was measured after ponding. Specimens were crushed and reinforcements were washed using $HNO_3$ solution and weight loss due to corrosion was calculated accordingly. There was a linear relationship between depth of penetration and water-cement ratio. It was also observed that, corrosion of reinforcing steel increases with chloride ponding period and with water-cement ratio. Corrosion of steel in concrete can be minimized by providing good quality concrete and sufficient concrete cover over the reinforcing bars. Water-cement ratio has to be low enough to slow down the penetration of chloride salts into concrete.