• Title/Summary/Keyword: 지표류

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Surface Saturation Area-Subsurface Outflow-Soil Moisture Storage Relationships: I. Steady-State Analysis (지표포화지역-중간류유출-흙수분저류량 관계: I. 정상류 분석)

  • 이도훈;이은태
    • Water for future
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    • v.28 no.5
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    • pp.129-140
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    • 1995
  • In this study we derived steady-state relationships between surface saturation area and subsurface outflow, and between surface saturation area and soil moisture storage through numerical experiments with Richards equation on a hillslope. Numerical experiments analyzed the sensitivity of topographic and soil hydraulic properties on steady-state relationships between surface saturation area and subsurface outflow. And the power law for the extent of surface saturation area was determined as a function of subsurface outflow or soil moisture storage.

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Surface Saturation Area-Subsurface Outflow-Soil Moisture Storage Relationships: II. Dynamic Analysis (지표포화지역-중간류유출-흙수분저류량 관계: II. 동적 분석)

  • 이도훈;이은태
    • Water for future
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    • v.29 no.2
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    • pp.143-151
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    • 1996
  • The dynamic responses in the subsurface outflow, surface saturation area, soil moisture storage are established by numerical experiments with Richards equation. In addition to this, the dynamical relationship between surface saturation area and subsurface outflow, and between surface saturation area and soil moisture storage are also determined by varying the hillslope shape, soil type, and boundary condition. The simulation results indicate that the dynamical relationships between surface saturation area and subsurface outflow, and between surface saturation area and soil moisture storage are approximated by the steadystate relationships. And the dynamic responses of subsurface outflow and surface saturation area are characterized by the double peaks although the rainfall pattern is asimple pulse input. As a result of numerical simulation, the physical mechanism for the occurrence of the double peaks is explained using the concept of variable source area.

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Application of the Carabid Beetles as Ecological Indicator Species for Wetland Characterization and Monitoring in Busan and Gyeongsangnam-do (습지지표종으로서 딱정벌레류를 이용한 부산, 경남 주요 습지의 특성 및 변화 관찰)

  • Do, Yu-Do;Moon, Tae-Young;Joo, Gea-Jae
    • Korean Journal of Environment and Ecology
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    • v.21 no.1
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    • pp.22-29
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    • 2007
  • Investigation of carabid beetles as on ecological indicator species for wetland characterization and monitoring was conducted in three types of wetlands such as emergent wetland, forested wetland, and estuary, During the investigation period, twenty-eight species belonging to twenty-two genera and three families(Carabidae, Harpalidae, Brachinidae) were identified. The diversity of carabid beetles at riverine wetland such as Woopo (H'=1.18) and Hwapo-neup (H'=1.08) were higher than in the forested wetland (H'=1.03) and estuarine (H'=0.91). Species compositions in each wetland were significantly different(${\chi}^2=1716.8$, P<0.01). Riverine wetlands differed significantly from the forested wetland. Indicator species for the wetland chose with indicator species analysis were reacted sensitively on the parameter such as soil composition, moisture of soil, and environmental change. Thus, it was consequently suggested that these indicator species may be applied for wetland characterization and monitoring of the wetland ecosystem.

Assessment of Pedestrian Comfort Levels Based on the Microscopic Features of Pedestrian Traffic Flow (보행교통류 시뮬레이션 모형을 활용한 보행편의성 지표의 개발 및 분석)

  • LEE, Joo-Yong
    • Journal of Korean Society of Transportation
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    • v.34 no.6
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    • pp.499-509
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    • 2016
  • The pedestrian traffic flow has more complicated microscopic features than vehicular traffic flow. Without any designated lanes or any guidance, pedestrians naturally move and change their routes in two dimensional domain with ease. Thus the assessment of pedestrian comfort level should be considering the microscopic features of pedestrian flow. This study is aimed at developing pedestrian comfort criteria based upon pedestrian flow simulation model. This study suggests three criteria to determine pedestrian comfort level; the deviation of route, the acceleration of walk, and the number of collision. Each criterion, which can address the unique walking patterns of pedestrian flow, is represented as each different function with respect to traffic flow rate. The criteria can be the additional indicators to determine the level of service of pedestrian flow together with traffic flow rate and walking speed.

A Safety Analysis Based on Evaluation Indicators of Mixed Traffic Flow (혼합 교통류의 적정 평가지표 기반 안전성 분석)

  • Hanbin Lee;Shin Hyoung Park;Minji Kang
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.23 no.1
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    • pp.42-60
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    • 2024
  • This study analyzed the characteristics of mixed traffic flows with autonomous vehicles on highway weaving sections and assessed the safety of vehicle-following pairs based on surrogate safety indicators. The intelligent driver model (IDM) was utilized to emulate the driving behavior of autonomous vehicles, and the weaving sections were divided into lengths of 300 and 600 meters for analysis within a micro-traffic simulation (VISSIM). Although significant differences were found in the average speed, density, and headway between the two sections through t-test results, no significant differences were observed when comparing the number of conflicts per indicator and the vehicle-following pair. Four safety indicators were selected for the mixed traffic evaluation based on their ability to represent risk levels similar to those perceived by drivers. The safety analysis, based on the selected four indicators, determined that autonomous vehicles following other autonomous vehicles were the safest pairing. Future research should focus on integrating these indicators into a single comprehensive index for analysis.

Reviewing geology and groundwater change in a fault zone caused by tunnel construction (터널공사에 의한 단층대 지역의 지질 및 지하수 변화 분석)

  • Jeon, Hang-Tak;Hamm, Se-Yeong;Lee, Chung-Mo;Lim, Woo-Ri;Yun, Sul-Min
    • Proceedings of the Korea Water Resources Association Conference
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    • 2017.05a
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    • pp.466-466
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    • 2017
  • 지하공간의 개발과 지하공간의 굴착으로 인한 지표수 및 지하수 시스템의 변화나 굴착면 주위의 지하수 유동 체계의 변화는 터널내로의 지하수 유입, 지표수 고갈을 가져온다. 또한 터널 상부의 지반에서 현지응력의 변화로 인한 지하수 유출은 지표침하, 하천수 및 계곡수 고갈을 발생시킬 수 있다. 그러나, 터널설계 시 비용 및 시간, 현장의 진입조건 등의 제약으로 상세한 지반조사의 실시가 이루어지지 않을 때가 있다. 또한, 터널 공사가 진행되는 중에는 공사기간과 공사비 때문에 별도의 지반조사를 하지 않는다. 그 대신에 터널 막장에서 실시하는 Face Mapping을 토대로 공사를 진행하며, 대규모 위험요소가 발견되지 않는 이상 별도의 비용과 시간을 투입하여 추가 지질 및 지반 조사를 실시하는 경우는 매우 드물다. 연구지역의 지질은 경상분지내 백악기 하양층군의 퇴적암류, 이를 관입/분출한 불국사화강암류 및 제3기 화산암류, 전기 에오세 연일층군에 대비되는 퇴적암류로 구성되어 있다. 이들을 피복하는 제4기 충적 퇴적층은 주로 단층곡과 동측 지괴의 선상지 및 하천을 따라 분포한다. 연구지역에는 폭 100 m 이상의 대규모 단층대가 발달하였으며 제4기 단층운동으로 인한 단층파쇄대가 존재한다. 퇴적암 분포지역에서는 반복층서가 관찰되며 소규모 단층, 단열, 변형띠 등이 연속적으로 발달해 있다. 본 연구에서는 터널공사에 의한 지하수 변화를 확인하기 위하여 현장추적자 시험과 수질분석 및 지하수 모델링을 실시하였다. 현장 수질 분석에 의한 지표수와 지하수 간의 수질의 차이를 보면, 알칼리도를 제외한 대부분의 수질 항목이 서로 유사성을 보인다. 전기전도도(EC), TDS, 알칼리도의 경우 지표수의 수원지에서 터널 내부로 유입이 일어나고 있다. 이는 터널 공사의 영향으로 판단되며, 현장에서 실시한 추적자 시험에서는 추적자의 이동 시간이 매우 빨라 지표 수원지로부터 지표수가 터널내부로 빠른 속도(10시간 이내)로 유입된다고 판단된다. 지하수 모델링 결과, 정상류 상태에서는 지하수가 북동쪽의 높은 고도에서 서남쪽의 낮은 고도로 흐르는 것으로 확인되며, 가뭄시에도 지하수 함양으로 지하수가 고갈되지는 않는 것으로 나타났다. 부정류 상태 모델링 결과, 일일 평균 $32.49m^3$의 지하수가 터널 내부로 유입되는 것으로 산정되었다. 이 양은 터널 내부뿐만 아니라 터널 공사 현장 주위로도 지하수 유출이 일어나고 있음을 지시한다.

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Comparative Analysis of Mortality in Species of Trees after Surface Forest Fire (지표화 산불피해지의 수종별 임목 고사율 비교분석)

  • Lee, Si-Young;An, Sang-Hyun
    • Journal of the Korean Society of Hazard Mitigation
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    • v.9 no.2
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    • pp.39-43
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    • 2009
  • we studied and analyzed a tree mortality of 7 species(Pinus koraiensis etc) in surface forest fire area. In this results, the order of tree mortality was Cryptomeria japonica>Pinus koraiensis>Pinus densiflora>Pinus thunbergii>Larix leptolepis>Pinus rigida>Quercus. More damaged crown was higher tree mortality and more d.b.h was less tree mortality. Especially, oak trees in which a damage rate of crown was less 30% almost survived.

Numerical Modeling of Flow Characteristics within the Hyporheic Zones in a Pool-riffle Sequences (여울-소 구조에서 지표수-지하수 혼합대의 흐름 특성 분석에 관한 수치모의 연구)

  • Lee, Du-Han;Kim, Young-Joo;Lee, Sam-Hee
    • Journal of Wetlands Research
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    • v.14 no.1
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    • pp.75-87
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    • 2012
  • Hyporheic zone is a region beneath and alongside a stream, river, or lake bed, where there is mixing of shallow groundwater and surfacewater. Hyporheic exchange controls a variety of physical, biogeochemical and thermal processes, and provides unique ecotones in a aquatic ecosystem. Field and experimental observations, and modeling studies indicate that hyporheic exchange is mainly in response to pressure gradients driven by the geomorphological features of stream beds. In the reach scale of a stream, pool-riffle structures dominate the exchange patterns. Flow over a pool-riffle sequence develops recirculation zones and stagnation points, and this flow structures make irregular pressure gradient which is driving force of the hyporheic exchange. In this study, 3 D hydro-dynamic model solves the Reynolds-averaged Navier-Stokes equations for the surface water and Darcy's Law and the continuity equation for ground water. The two sets of equations are coupled via the pressure distribution along the interface. Simulation results show that recirculation zones and stagnation points in the pool-riffle structures dominantly control the upwelling and downwelling patterns. With decrease of recirculation zones, length of donwelling zone formed in front of riffles is reduced and position of maximum downwelling point moves downward. The numerical simulation could successfully predict the behavior of hyporheic exchange and contribute the field study, river management and restoration.

Discharge estimation using index velocity method in the confluence of rivers affected by backwater (배수영향을 받는 하천의 합류부에서 지표유속법을 이용한 유량산정에 대한 적절성 검토)

  • Hwang Jae Sung;Oh Dong Heon;Cho Sang Uk
    • Proceedings of the Korea Water Resources Association Conference
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    • 2023.05a
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    • pp.307-307
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    • 2023
  • 하천의 합류부는 물의 흐름에 변화가 생겨 수면 변화가 상류에 미치는 배수현상이 나타난다. 또한 한강과 평창강이 만나는 영월 지역의 경우 각 유역 면적이 비슷하기 때문에 홍수 사상에 따라 상호 배수 영향을 주어 수위에 영향을 준다. 그러므로 배수영향기간에는 하천 유량을 산정하는 기존 방법인 수위-유량관계곡선(stage-discharge relation curve)을 이용한 환산 유량은 실제 측정 유량과 차이가 있고, 연속적으로 유속을 직접 측정하여 얻은 유속과 평균유속 간의 관계를 이용한 지표유속법(index velocity method)의 적용에 대한 적절성을 검토할 필요가 있다. 본 연구에서는 강우 사상에 따른 영월군(영월대교) 지점, 영월군(팔괴교) 지점 간 기간별 상호 배수 영향을 검토하여 수위-유량관계곡선식 및 지표유속법을 비교·적용 하였고, 기간별 상하류 유량관계 및 총 유출량 분석을 실시하여 유량산정에 대한 적절성을 검토하였다. 배수 영향 발생 시 지표유속법을 이용하여 산정된 유량을 적용한 결과 상하류 유량 관계 및 총 유출량이 적절한 것으로 확인되었고, 배수 영향 기간에는 지표유속법을 활용하여 유량을 산정하는 것이 타당한 것으로 분석되었다.

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Effects of Heavy Metals on Amphibian Embryos, Tadpoles, and Adults (중금속이 양서류 배아, 유생 및 성체에 미치는 영향에 관한 소고)

  • Park, Chan Jin;Ahn, Hyo Min;Gye, Myung Chan
    • Korean Journal of Environmental Biology
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    • v.30 no.4
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    • pp.287-306
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    • 2012
  • Amphibian population declines globally. Environmental contamination by heavy metals has been suspected to the one of the reason for distinction of amphibian which has obligate aquatic life style during larval period. Amphibians have been widely accepted as animal model for the study of endocrine disruption in aquatic ecosystem at molecular as well as individual levels. There are increasing need for toxicological data in amphibians at multiple endpoints for management of contamination and development of safety guidelines. Here, we reviewed toxicological information about toxicity of heavy metals (arsenic, cadmium, chromium, copper, lead, mercury, nickel, zinc) on various end-point of amphibian.