• 제목/요약/키워드: flooded area

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Studies on the Composition, Productivity, Regrowth and Soil Properties of Grasslands in Kimhwa and Chuiwon Areas (금화 철원지역 자연초지의 군락구조, 생산력, 재생력 및 토양특성에 관한 연구)

  • 장남기;윤성모
    • Asian Journal of Turfgrass Science
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    • v.9 no.1
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    • pp.11-42
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    • 1995
  • The investigation was made on the relationship among vegetation, net productivity, regrowth and soils of Moonheri-Wasoori, Soodowon-Sungilkyo and Mt. Kumhak grasslands in Chulwon area. The following conclusions have been made as the results of this study. The vascular flora of the grassland in Moonheri-Wasoori was composed of 102 species, the most of which were Medicago denticulata, Miscanthus sinensis, Arundinella hirta, Festuca ovina and Cassia nomame. The flora of Soodowon-Sungilkyn grassland was composed of 74 species, the most of which were Arundinella hirta, Miscanthus sinensis, Carex nanella, Festuca ovina and Cassia nomame. It of Mt. Kumfiak grassland was composed of 78 species, the most of which were Arundinella hirta, Carex nanella, Festuca ovina, Miscanthus sinensis and Aster scaber. These five species contributed greatly to the standing crop of live material which was in excess of 60% of it. The peak standing crop of each 413.7, 307.6 and $348.7g /m^2$ in Moonheri-Wasoori, Soo- dowon-Sungilkyn and Mt. Kuruhak grasslands wars reached in August under flooded conditions as a result of the growth of dominant species, Medicago denticulata and Arundinella hirta. The net prodution of organic matter was slight in some intervals but occurred throughout the growing season After cutting of grasses, the regrowth of new leaves mainly depended on growing stage and edaphic factors. Characteristics of the natural grassland soils, especially, concerning water, total nitrogen, avail-able phosphorus and exchangeable calcium were clarified and might be depend upon the quantity of plant production. Nitrogen, phosphorus and calcium concentration of leaves of Medicago denticulata, Arundinella hirta and Miscanthus sinensis were higher than of stems. Even if diem we diffurmem in the a-mb of nutrients among Medicago denticulata hirta and Miacanthus sinensis for single species and stands. they were covered by variations within species in the present survey. Key words: Competition, Production, Productivity, Regrowth, Soil Properties, Vascular Flora.

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Experiments on Sedimentation of Particles in a Water Pool with Gas Inflow

  • Kim, Eunho;Jung, Woo Hyun;Park, Jin Ho;Park, Hyun Sun;Moriyama, Kiyofumi
    • Nuclear Engineering and Technology
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    • v.48 no.2
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    • pp.457-469
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    • 2016
  • During the late phase of severe accidents of light water reactors, a porous debris bed is expected to develop on the bottom of the flooded reactor cavity after breakup of the melt in water. The geometrical configuration, i.e., internal and external characteristics, of the debris bed is significant for the adequate assessment of the coolability of the relocated corium. The internal structure of a debris bed was investigated experimentally using the DAVINCI (Debris bed research Apparatus for Validation of the bubble-Induced Natural Convection effect Issue) test facility. Particle sedimentation under the influence of a two-phase natural convection flow due to the decay heat in the debris bed was simulated by dropping various sizes of particles into a water vessel with air bubble injection from the bottom. Settled particles were collected and sieved to obtain the particle mass, size distribution in the radial and axial positions, and the bed porosity and permeability. The experimental results showed that the center part of the particle bed tended to have larger particles than the peripheral area. For the axial distribution, the lower layer had a higher fraction of larger particles. As the sedimentation progressed, the size distribution in the upper layers can shift to larger sizes because of the higher vapor generation rate and stronger flow intensity.

A Study on the Comparison of Channel Selection and Precision Geometric Correction for Image Restoration of an Submerged Water (수몰 지역의 영상복원을 위한 정밀기하보정 및 채널선정 비교연구)

  • Yeon, Sang-Ho
    • Journal of the Korean Association of Geographic Information Studies
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    • v.7 no.1
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    • pp.1-8
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    • 2004
  • It's a very meaningful experimental study to image restoration of ancient villages vanished at the real life spatial world. Focused on Cheung-Pyung Lake around where most part were flooded by the Chung-Ju large dam founded in early 1980s, we used remote sensing technique in this study in order to restore topographical features before the flood with 3 dimensional effects. It was gathered comparatively good satellite photos and remotely sensed digital images, then its made a new color image from these and the topographical map which had been made before filled water. This task was putting together two kinds of different timed images. And then, we generated DEM(digital elevation model) including the outskirts of that area as harmonizing current contour lines with the map. That could be a perfect 3D image of Cheung-Pyung around before when it had been flood by making perspective images from all directions, north, south, east and west, for showing there in three dimensions. Also, flying simulation we made for close visiting can bring us to experience their real space at that time.

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Development of Urban Flood Vulnerability Index for Urban Frequently Flooded Area -A Case Study of Dorim Stream- (도시 상습침수지역에 대한 도시홍수취약성지수의 개발 -도림천 유역을 중심으로-)

  • Kang, Hyun Woong;Kang, Ho Yeong;Hwang, Sung Hwan;Moon, Young Il
    • Proceedings of the Korea Water Resources Association Conference
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    • 2015.05a
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    • pp.613-613
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    • 2015
  • 최근 전 지구적인 온난화로 인한 이상기후에 따라 강수량이 증가하고, 특정지역에만 국한되어 집중적으로 비가 내리는 국지성 집중호우의 발생 빈도가 증가하여 이로 인한 극한 홍수나 강우로 인한 산사태 등의 재해가 반복적으로 발생하고 있다. 홍수는 재산 및 인명에 이르기까지 막대한 피해를 야기한다는 점에서 이를 대비하기 위한 방안이 필수적이므로 국가적인 차원에서 홍수피해를 경감시키기 위한 여러 가지 구조적 또는 비구조적 대책들을 제시하고 있지만, 정확한 기상 변화의 예측이 어렵고 다양한 유발 원인들로부터 비롯된 홍수에 모두 대응할 수 있는 통합 대책 마련이 어려운 실정이다. 즉, 사전예방보다는 피해 복구에만 중점을 두고 있기 때문에 홍수 발생 유역의 지역적인 홍수피해 특성을 반영하지 못할 뿐만 아니라 어느 지역이 상대적으로 홍수피해의 위험성이 높은 지역인지도 파악하기 어렵다. 따라서, 본 연구에서는 도시홍수피해 유형인 내수침수피해와 외수침수피해의 유형에 따라 사례들을 조사하고 관련문헌들로부터 도시 홍수 취약성 평가를 위한 대표적 인자들을 도출하였다. 도출된 인자들을 각각 IPCC의 취약성 평가 프레임에 따라 기후노출, 민감도 그리고 적응능력으로 구분하고 도시 상습침수지역인 도림천 유역을 시범 지역으로 하여 도시홍수 취약성 평가를 위한 지수를 개발하고자 한다. 본 연구를 통하여 향후 도시홍수피해의 잠재적 위험성이 높을 것으로 판단되는 유역에 대한 활용방안을 제시하고 유역의 특성 및 중요도에 따른 치수사업의 우선순위를 결정하는 등 유역의 특성을 반영한 구체적 적응정책의 방향성을 세우는데 기초자료로 제공될 수 있으며, 도시홍수로 인한 인명 및 재산의 피해를 최소화 하는 것에 목적이 있다.

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A Study on the prediction method of flooded area in rural watershed using runoff characteristics and inundation DB (농촌유역에 대한 SWMM모형의 유출특성과 침수DB를 이용한 침수면적 예측방법에 관한 연구)

  • Hwang, Sung-Hwan;Chun, Soo-Bin;Choi, Ji-Hyeok;Moon, Young-Il
    • Proceedings of the Korea Water Resources Association Conference
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    • 2018.05a
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    • pp.31-31
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    • 2018
  • 본 연구는 내수침수에 의한 침수면적 예측을 위하여 1차원 유출모형의 유출특성을 이용하여 침수면적 예측방법의 최적화이다. 2017년 강우의 초기강우와 첨두강우 특성을 적용한 경우에 정확한 침수면적 추정이 가능한 것을 확인한 바가 있다. 이러한, 결과에 추가적으로 SWMM 모형의 유출결과 자료의 특성인자를 이용하여 침수DB를 선택한 경우에 침수면적 예측 정확도를 분석하였다. 강우지속시간 및 강우량의 변화에 따른 유출결과의 변화를 분석하여 강우특성에 따른 SWMM 모형의 노드별 유출결과의 특성인자 변화를 분석하여 침수DB에서 실제 침수면적 선정방법을 정리하였다. 정리된 방법을 이용하여 유출결과 자료 특성인자를 이용한 최적의 침수DB 선정방법을 돌출하였다. 강우 특성 인자에서 침수DB를 선정하는 방법과 비교하여 강우유출모형의 모의결과를 이용한 경우에 약 6,000여개 노드를 기준으로 5~10분의 모의시간이 추가적으로 소요되어 실시간 침수 DB 선정에는 어렵지만, 준실시간 실제 유출량을 고려한 침수DB 선정이 가능할 것이다. 따라서, 강우특성 도출에 따라 1차적으로 침수DB를 선정하고, 강우유출모형의 유출 특성에 따라서 2차적으로 침수DB를 선정한다면, 예경보 시스템에서 대응시간 확보와 예측 정확도 유지에 긍정적인 방안으로 도입될 수 있을 것이다. 침수DB 구축은 많은 침수면적 산정연구에 이용하였던 TUFLOW 모형을 이용하여 침수DB를 구축하였다. SWMM 모형을 이용하여 강우유출을 모의하고, 침수면적을 TUFLOW를 이용하여 구축한 다양한 호우사상에 대한 침수DB를 이용하여 준실시간 침수면적 예측하는 방법은 향후, 예경보 시스템 구축에 이바지 할 수 있을 것입니다.

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Addressing the concept of Methane and Carbon emissions by wetlands and the Status of Wetlands India: A Review

  • Farheen, Kaggalu Shaista;Kim, Lee-Hyung
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.462-462
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    • 2022
  • Wetlands are one of the most vital natural habitats on the planet. India is incredibly blessed to have a number of multifunctional wetland ecosystems. Wetlands, in addition to their functional importance, can act as sources or sinks for greenhouse gases (GHGs) depending on their intrinsic factors. Carbon (CO2) and Methane (CH4) are the major greenhouse gases (GHG's) emitted in wetlands. It is demonstrated that, despite having 4.6 percent of its area covered by natural or man-made wetlands, being home to a large number of wetlands, and being the world's second largest cultivator of paddy, India's wetlands, including paddy fields that are intermittently flooded as typical wetlands, have been very poorly studied in terms of GHG emissions. The purpose of this paper is to examine the status of Indian wetlands and wetlands in terms of CH4 and CO2 emissions. The present study also reviews various literature to provide the equations, parameters that are required for estimating carbon and methane and some of the best strategies for conserving carbon in wetlands. The findings suggest that both non-manipulative and manipulative measures can be used to improve Carbon Sequestration (CS). Non-manipulative measures aim to improve CS by increasing the spatial extent of wetlands, whereas manipulative measures aim to change the characteristics of specific wetland components that influence CS. Uncertainty in carbon dynamics projections under changing environmental conditions is caused by a number of Knowledge gaps: i) There is a lack of knowledge on how organic matter mineralizes and partitions into carbon dioxide, methane, and dissolved organic carbon, ii) With the notable exception of methane dynamics, models that represent the dynamic interaction of processes and their controls have yet to be established. As a result, more research is needed to fully understand the importance of wetlands in terms of GHG emissions and carbon sequestration in India.

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Mine water inrush characteristics based on RQD index of rock mass and multiple types of water channels

  • Jinhai Zhao;Weilong Zhu;Wenbin Sun;Changbao Jiang;Hailong Ma;Hui Yang
    • Geomechanics and Engineering
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    • v.38 no.3
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    • pp.215-229
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    • 2024
  • Because of the various patterns of deep-water inrush and complicated mechanisms, accurately predicting mine water inflows is always a difficult problem for coal mine geologists. In study presented in this paper, the water inrush channels were divided into four basic water diversion structures: aquifer, rock fracture zone, fracture zone and goaf. The fluid flow characteristics in each water-conducting structure were investigated by laboratory tests, and multistructure and multisystem coupling flow analysis models of different water-conducting structures were established to describe the entire water inrush process. Based on the research of the water inrush flow paths, the analysis model of different water inrush space structures was established and applied to the prediction of mine water inrush inflow. The results prove that the conduction sequence of different water-conducting structures and the changing rule of permeability caused by stress changes before and after the peak have important influences on the characteristics of mine water-gushing. Influenced by the differences in geological structure and combined with rock mass RQD and fault conductivity characteristics and other mine exploration data, the prediction of mine water inflow can be realized accurately. Taking the water transmitting path in the multistructure as the research object of water inrush, breaking through the limitation of traditional stratigraphic structure division, the prediction of water inflow and the estimation of potentially flooded area was realized, and water bursting intensity was predicted. It is of great significance in making reasonable emergency plans.

Application of Flood Prevention Measures Using Detailed Topographic Data of River and Lowland (하천-제내지의 상세 지형자료를 이용한 수해방지대책 적용)

  • LEE, Jae-Yeong;HAN, Kun-Yeun;KEUM, Ho-Jun;KO, Hyun-Soo
    • Journal of the Korean Association of Geographic Information Studies
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    • v.23 no.1
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    • pp.15-29
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    • 2020
  • Recently, the incidence of flooding in Korea has decreased by the measures by central and local governments, however the scale of damage is increasing due to the improvement of living standard. One of the causes of such flood damage is natural causes such as rainfall exceeding the planned frequency of flood control under climate change. In addition, there are artificial causes such as encroachment of river spaces and management problems in upstream basins without consideration of downstream damage potential by regional development flood. In this study, in order to reduce the inundation damage caused by flooding of river, the situation at the time of inundation damage was reproduced by the detailed topographic data and 2D numerical model. Therefore, the effect of preparing various disaster prevention measures for the lowland was simulated in advance so that quantitative evaluation could be achieved. The target area is Taehwa river basin, where flooding was caused by the flooding of river waters caused by typhoon Chaba in October 2016. As a result of rainfall-discharge and two-dimensional analysis, the simulation results agree with the observed in terms of flood depth, flood arrival time and flooded area. This study examined the applicability of hydraulic analysis on river using two-dimensional inundation model, by applying detailed topographic data and it is expected to contribute to establish of disaster prevention measures.

Analysis of runoff speed depending on the structure of stormwater pipe networks (우수관망 구조에 따른 유출 속도 분석)

  • Lee, Jinwoo;Chung, Gunhui
    • Journal of Korea Water Resources Association
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    • v.51 no.2
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    • pp.121-129
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    • 2018
  • Rainfall falling in the impervious area of the cities flows over the surface and into the stormwater pipe networks to be discharged from the catchment. Therefore, it is very important to determine the size of stormwater pipes based on the peak discharge to mitigate urban flood. Climate change causes the severe rainfall in the small area, then the peak rainfall can not be discharged due to the capacity of the stormwater pipes and causes the urban flood for the short time periods. To mitigate these type of flood, the large stormwater pipes have to be constructed. However, the economic factor is also very important to design the stormwater pipe networks. In this study, 4 urban catchments were selected from the frequently flooded cities. Rainfall data from Seoul and Busan weather stations were applied to calculate runoff from the catchments using SWMM model. The characteristics of the peak runoff were analyzed using linear regression model and the 95% confidence interval and the coefficient of variation was calculated. The drainage density was calculated and the runoff characteristics were analyzed. As a result, the drainage density were depended on the structure of stormwater pipe network whether the structures are dendritic or looped. As the drainage density become higher, the runoff could be predicted more accurately. it is because the possibility of flooding caused by the capacity of stormwater pipes is decreased when the drainage density is high. It would be very efficient if the structure of stormwater pipe network is considered when the network is designed.

Effect of Soil Salinity and Soil-wetting by Summer-Rising of Water Table on the Growth of Fruit Trees Transplanted at the Saemangeum Reclaimed Tidal Land in Korea (새만금간척지의 토양염농도와 지하수위의 하계 상승이 이식한 과수의 생육에 미치는 영향)

  • Sohn, Yong-Man;Jeon, Geon-Yeong;Song, Jae-Do;Lee, Jae-Hwang;Kim, Doo-Hwan;Park, Moo-Eon
    • Korean Journal of Soil Science and Fertilizer
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    • v.43 no.1
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    • pp.8-15
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    • 2010
  • The effect of soil salinity and soil-wetting by rise of water table on the growth of fruit trees was studied to obtain information for orchard establishment in the Saemangeum reclaimed tidal land. Survival ratio of trees was 85%for grape, 31%for fig, 15%for apple and pear, and near zero for peach and blueberry. Wet injury induced by water-logged or flooded condition, rather than salt injury(soil EC was lower than 3.0dS $m^{-1}$ during growing period) is thought to be more responsible for low survival ratio of fruit trees transplanted in Saemangeum area. During the summer raining season in the reclaimed areas, the soil salinity tends to be decreased by natural rainfall effect, and the rainfall acceptable capacity(RAC) of soils dramatically is reduced(10-24 mm) as rainfall is continued to occur. In spite of high hydraulic conductivity(121 cm $day^{-1}$) of soils across the area, low RAC of soils might be due to high soil saturation and elevated water table during summer raining season. Therefore, the installation of effective drainage system should be the primary factor determining successful establishment of orchard in the Saemangeum reclaimed tidal land.