• Journal of the Korean Geotechnical Society
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• v.31 no.1
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• pp.53-64
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• 2015

This study presents the experimental results of pervious blocks subjected to a series of unique inflow conditions in urban area. The measured properties include the strength, permeability, drainage capacity and runoff, and evaporation for blocks made of two different size of aggregates. Results revealed that the strength satisfies the Korean Standard regardless of aggregate size whereas the immediate runoff occurred for the block with small size aggregate. On the other hand, the block with large aggregates allowed the drainage upon the initial inflow condition, which became hampered to induce the runoff by subsequent inflow. It was attributed to the fact that the capillary water often served as the hydraulic barrier in partially saturated condition. The salient observation indicated that the runoff highly depended on the evaporation and pre-wetting condition as well as the porosity and pore connectivity. The bilinear evaporate rate that makes the degree of saturation vary also had great influence on deterining the time-dependent runoff.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
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• v.21 no.9
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• pp.933-939
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• 2010

In this paper, modified spiral monopole printed antenna for dual band operation in GPS(1.57~1.577 GHz) and WiBro(2.3~2.4 GHz), WLAN(2.4~2.48 GHz) is proposed. To control the frequency ratio of the antenna for dual band operation freely, distance between inner lines of the spiral is diversified by using the different current distribution between basic resonance frequency of spiral monopole antenna and harmonic resonance frequency$(3\lambda_H/4)$. And also the branch line is inserted. Bandwidth(-10 dB) of the antenna is measured 140 MHz(1.47~1.61 GHz) in basic resonance frequency and 420 MHz(2.29~2.71 GHz) in harmonic resonance frequency$(3\lambda_H/4)$. The peak antenna gains are measured 2.825 dBi in GPS(1.57 GHz), and 3.65 dBi in WiBro(2.35 GHz), and 4.564 dBi in WLAN(2.44 GHz).

• Water for future
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• v.25 no.1
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• pp.111-119
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• 1992

This paper is concerned with the actual comparison analysis for the freshening process in the two selected experimental reservoirs. At the deep freshening reservoir, the salinity and depth of the freshwater layer were estimated by simulation technique using the quantitative equation for the two-layered flow structures. First of all, it is shown that the effects of underdrainage conduit in the lower layer were reported more effective for the control of upper layer salinity comparing with the case of no underdrainage conduit. Further the results of computation were later compared with the real observed values and the relating parameters of the salt-balance equation are conformed even though approximately. Finally it was represented that the salinity of upper layer is easily diluted not only by the tidal gate but also by the underdrainge conduit in the lower layer of the freshening reservoir.

• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.358-358
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• 2017

한국건설기술연구원에서 소형 X-밴드 이중편파레이더를 2013년부터 운영하고 있으며, 이를 효과적으로 활용하기 위한 다양한 툴을 개발하였다. 웹을 이용한 실시간 수재해경보시스템을 구축하였고, 이중 모바일로 활용할 수 있는 내용을 중심으로 모바일앱을 개발하였다. 매년 레이더 활용효과를 높이기 위해 다양한 연구를 수행하고 있으며, 수재해경보시스템 분야로 개선을 하고 있다. 기준 도심침수사례를 바탕으로 지속시간별로 홍수피해 강우량 분석을 통해 경보기준 호우량을 결정하였으며 행정구역을 기준으로 적용하여 수재해경보시스템을 보완하였다. 경보기준으로는 주의보 및 경보 2단계로 정하였으며, 기준 지속 시간은 도심배수구역 및 도심유역을 고려하여 10분 및 1시간을 대상으로 결정하였다. 추후 초단기 레이더강우 예측시스템을 추가하여 수재해경보시스템의 활용 효과를 높일 계획이다.

• Journal of Korea Water Resources Association
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• v.40 no.3
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• pp.223-236
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• 2007

Recently in urban area flood damages increase due to local concentrated heavy rainfall. Even in the cities where stormwater drainage systems are relatively well established flood damage still occurs because of the capacity limitations of the existing stormwater drainage systems. When the flood exceeds the capacity limitation of the urban storm sewer system, it yields huge property losses of public facilities involving roadway inundation to paralyze industrial and transportation system of the city. To prevent such flood damages in urban area, it is necessary to develop adequate inundation analysis model which can consider complicated geometry of urban area and artificial drainage system simultaneously. The Dual-Drainage model used in this study is the urban inundation analysis model which combines SWMM with DEM based 2-dimensional surface flood inundation model. In this study, the dual drainage model has been modified to consider the effect of complex buildings in urban area. Through the simulation of time variable inundation process, it is possible to identify inundation alert locations as well as to establish emergency action plan for the residencial area vulnerable to flood inundation.

• Proceedings of the Korean Society for Bio-Environment Control Conference
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• 1999.11a
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• pp.161-163
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• 1999

최근 양액재배면적은 증가 일로에 있어 '96년말 현재 전국적으로 275.1ha로써 이중 고형배지경 면적이 226ha(한국 양액재배연구회, 1997)로 약 80%를 점하고 있다. 고형배지경 재배시 많은 농가들이 개방식 시스템을 채택함으로써 퇴수액을 흘려버리는 경우가 많아 최근 관심의 대상이 되고있는 친환경 농업과도 거리가 있어, 송이 뿐만아니라, 배수된 퇴수액을 재이용하게 된다면 농가의 경영비 절감 차원에서도 바람직하다고 여겨진다. (중략)

• Proceedings of the Korean Society of Fisheries Technology Conference
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• 2001.05a
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• pp.442-443
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• 2001

강진만은 삼천포수도, 노량수도와 지족수도를 통하여 유입되는 조류(tidal current)에 의해 해양생태계의 구성인자들이 영향을 받고 있다. 이중 강진만북부 입구와 만에서는 피조개와 굴양식이 활발히 행하여지고 있는 해역이다. 또한, 삼천포수도와 노량수도 입구에는 삼천포 하동화력 발전소가 위치하여 직, 간접적으로 온배수의 영향이 이들 해역의 생산력에 영향을 미칠 수 있으므로, 강진만의 일대 주변해역 식물플랑크톤의 현존량 및 군집구조로 이들 영향을 조사하였다. (중략)

• Journal of Korea Water Resources Association
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• v.50 no.4
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• pp.263-275
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• 2017

Integrated numerical approaches with physically-based conceptualization are required for accurate urban inundation simulation. In this study, we described, applied and analyzed an integrated 1-dimensional (1D) sewerage system and 2-dimensional (2D) surface flow model, which was suggested by Lee et al. (2015). This model was developed based on dual-drainage concept, and uses storm drains as an discharge exchange spot rather than manholes so that interaction phenomena between surface flow and sewer pipe flow are physically reproduced. In addition, the building block concept which prevents inflows from outside structures is applied in order to consider building effects. The capability of the model is demonstrated via reproducing the past flooding event at the Sadang-cheon River catchment, Seoul, South Korea. The results show the plausible causes of the inundation could be analysed in detail by integrated 1D-2D modeling.

• 한국해양학회지
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• v.26 no.1
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• pp.77-82
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• 1991

Phytoplankton chlorophyll-a concentrations and primary productivities were measured and analyzed in the adjacent waters of Kori Nuclear Power Plant where thermal effluent is being discharged chlorophyll-a concentrations were ranged from 1.89 to 12.8 ug/l. Nanoplankton 9cell size; 3∼20 um) fractions of the total chlorophyll-a concentrations were ranged from 4.60 to 65.95% and picoplankton (cell size<3um) fractions contributed from 15.71 to 83.20%. Primary productivities measured by C 14 method were ranged from 165.17 to 645.79 mgC/m$^2$ /day and, nanoplankton and picoplankton contribution rate to the total primary productivity were ranged from 8.06 to 43.98% and from 19.64 to 81.45% respectively. these results imply that very tiny cell sized phytoplankton population are important in point of biomass and primary productivity of phytoplankton communities.

• Journal of Convergence for Information Technology
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• v.11 no.12
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• pp.115-126
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• 2021

This study develops a simulation model that performs flood analysis considering both urban and river flood. For the analysis of river flood, this study considers river overflow by levee breach, and reflects the concept of the dual drainage systems for the analysis of urban flood. In relation to the surface flood analysis, FEM technique is applied to the flood diffusion analysis in order to conduct the flow analysis of urban and river flood simultaneously. For the verification of the model, it is first applied to the conceptual model, and then applied to the actual watershed. It is expected that this study will be able to reduce flood damage and to prepare effective countermeasures to reduce flood damage.