• Title/Summary/Keyword: Stream sediment

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Analysis of Hydraulic effects on Piers and Transverse Overflow Type Structures in Urban Stream (도시하천의 교각 및 횡단 월류형 구조물에 의한 수리영향 분석)

  • Yoon, Sun-Kwon;Chun, Si-Young;Kim, Jong-Suk;Moon, Young-Il
    • Journal of Korea Water Resources Association
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    • v.41 no.2
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    • pp.197-212
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    • 2008
  • Recently, stream flow analysis has been accomplished by one or two dimensional equations and was applied by simple momentum equations and fixed energy conservations which contain many condition limits. In this study, FLOW-3D using CFD (Computational Fluid Dynamics) was applied to stream flow analysis which can solve three dimensional RANS (Reynolds Averaged Navier-Stokes Equation) control equation to find out physical behaviors and the effect of hydraulic structures. Numerical simulation accomplished those results was compared by using turbulence models such as ${\kappa}-{\varepsilon}$, RNG (Renormalized Group) ${\kappa}-{\varepsilon}$ and LES (Large Eddy Simulation). Numerical analysis results have been illustrated by the turbulence energy effects, velocity of flow, water level pressure and eddy flows around the piers and transverse overflow type structures. These results will be able to used by basis data that catch hold of effects on long-term bed elevation changes, sediment accumulations, scours and water aggravations by removal of obsolete transverse over flow type structures in urban stream.

Changes in Habitats of Fish and Amphibian Due to Erosion Control Dam Constructed in a Mountain Stream, Gongju, Chungchoengnamdo (충청남도 공주시 소재 산지계류 내 시공된 사방댐에 의한 어류 및 양서류 서식의 변화)

  • Lee, Sang In;Seo, Jung Il;Kim, Suk Woo;Chun, Kun Woo
    • Journal of Korean Society of Forest Science
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    • v.108 no.2
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    • pp.241-258
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    • 2019
  • The aim of this study was to analyze the factors that affect the habitat of fishes and amphibians in a mountain stream that is part of an experimental forest at Kongju National University, Gongju, Chungcheongnam, Korea, and examine the differences in the presence of fishes and amphibians in the stream before and after construction of an erosion control dam. The results showed that the factors that affect the presence of fishes are pH, electrical conductivity (EC), dissolved oxygen (DO), flow velocity, and step-pool number, and that the factors that affect the presence of amphibians are monthly rainfall, pH, EC, DO, and crown density. Of these factors, pH, EC, flow velocity, and monthly rainfall were significantly different before and after dam construction; however, the differences among the other three factors from dam construction, except EC, might not have been enough to affect the presence of fishes and amphibians. Our results suggest that the difference in the frequency of fishes and amphibians surveyed before and after dam construction in the upper and lower stream sections were not statistically significant. One exception to this was the presence of amphibians in the lower stream section during and after dam construction, which could have been the result of a large amount of sediment produced by excavation that led to high EC.

Physically-based Soil-water Erosion Model - Based on Hairsine and Rose's Concept - (물리적인 기반의 토양침식모델 개발)

  • 김성준
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.39 no.4
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    • pp.82-89
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    • 1997
  • A physically-based soil-water erosion model with simple hydrology and Rose & Hairsine's erosion concept is described, and was implemented in the form of computer program. The model derived from the concept of stream power(Bagnold, 1977) considers settling velocity characteristics of the soil and distinguishes between the processes of entrainment and re-entrainment. It deals separately with rill flow and sheet flow, handles vegetation in terms of soil contact cover, and has the ability to simulate soil movement on nonuniform slopes. The model predicted sediment concentrations reasonably with the results of Mclsaac et al. (1990). It showed a capability to quantitatively predict the movement of soil on uniform and nonuniform slopes. Among the model parameters, soil depositability $({\phi})$ was the most sensitive from the sensitivity analysis.

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Four Species of Montagnulaceae Unrecorded in Korea and Isolated from Plant Litter in Freshwater

  • Goh, Jaeduk;Mun, Hye Yeon;Oh, Yoosun;Chung, Namil
    • The Korean Journal of Mycology
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    • v.44 no.4
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    • pp.263-270
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    • 2016
  • Freshwater is a diverse and complex environment for fungi and provides several types of habitat including plant litter, sediment, and carcasses. We collected plant litter from the main stream and branch streams of Nakdong River, Sohancheon in Samcheok, and Geumoreum in Jeju. From several samples of plant litter, we isolated 8 fungal strains belonging to 4 Montagnulaceae species unrecorded in Korea: Paraconiothyrium archidendri, Paraphaeosphaeria sporulosa, Paraphaeosphaeria michotii, and Paraphaeosphaeria viridescens. These fungi were identified by phylogenetic analysis using the internal transcribed spacer (ITS) region and examination of morphological characteristics. Montagnulaceae is known as one of the families in Pleosporales and includes coniothyrium-like fungi. In this study, we described phylogenetic analysis and mycological characteristics of these species, and this is the first report of these taxa in Korea.

Torrent Control Work Considering Stream Continuum and Sediment Delivery in a River Network (산지하천의 토사유출조절을 위한 마찰형 댐)

  • Kim, Suk-Woo;Chun, Kun-Woo;Marutani, Tomomi
    • 한국방재학회:학술대회논문집
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    • 2010.02a
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    • pp.58.2-58.2
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    • 2010
  • 우리나라의 산지하천은 경사가 급하고 유로연장이 짧아 집중호우 시에는 토사의 유출속도가 매우 빠르다. 따라서 산지하천에 주로 사방댐을 시공하여 유출토사를 억지하는데 중점을 두어왔으나, 계류생태계의 연속성을 차단한다는 문제점이 제기되어 왔다. 이 논문에서는 산지하천에 분포하는 하상기반암의 돌출이 토사의 이동 및 체류에 미치는 영향을 분석하고, 이를 응용하여 현지에 시공된 마찰형 댐 구간의 하상변동 모니터링 결과에 기초하여 계류생태계의 연속성을 유지하고 토사유출을 조절할 수 있는 방안에 대하여 고찰하였다.

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A Study on Rainfall-Sediment-Runoff Estimation Using a Distributed Hydrologic Model (분포형 수문모형을 이용한 강우-유사-유출량 산정에 관한 연구)

  • Yu, Wan-Sik;Lee, Gi-Ha;Jung, Kwan-Sue
    • Proceedings of the Korea Water Resources Association Conference
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    • 2010.05a
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    • pp.38-42
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    • 2010
  • 기후변화에 의해 집중호우의 빈도 및 강도가 증가하고 지속적인 유역개발에 따른 토지이용의 증가는 토양침식 및 토사유출로 인한 재해 및 환경문제를 야기한다. 현재 광범위하게 사용되고 있는 토양침식량 산정기법은 대부분 대상유역내의 평균 토양침식량을 산출하는 총량적 개념의 경험식이므로 호우기간동안의 유역 침식/퇴적의 시 공간적 변화양상을 모의할 수 없다는 한계를 지니고 있다. 따라서 보다 합리적인 유역규모의 강우-유사-유출 메카니즘 해석을 위해서는 집중형(lumped) 모의기법을 대체하고 다양한 기상학적/지형학적 디지털 정보를 활용할 수 있는 물리적 기반의 분포형 모형이 요구된다. 본 연구에서는 사면의 지표 및 지표하 흐름을 고려한 유출모의 모듈과 단위수류력(Unit Stream Power)이론을 기반으로 유사유출 모의모듈을 결합한 분포형 강우-유사-유출 모형을 개발하고, 용담댐 상류부의 천천유역에 적용하여 개발된 모형의 재현성 평가를 수행하였다.

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Study on the Discharge Characteristics of Non-point Pollutant Source in the Farming Area (농촌지역의 비점오염원 유출 특성에 관한 연구)

  • Gil, Kyung-Ik;Lee, Byung-Soo;Lee, Sang-Soo;Park, Moo-Jong
    • 한국방재학회:학술대회논문집
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    • 2008.02a
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    • pp.783-786
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    • 2008
  • The main goal of this study is to understand the effects of direct-runoff of chemistry and organic fertilizers which are adsorbing to sediment from farmland and non-point source discharge characteristics which are discharged to stream with soil erosion when rainfalls. pollutographs of TSS, BOD, COD, TN, and TP were measured for 10 rainfall events at watershed. EMC (Event Mean Concentration) were calculated for each rainfall event using quality and quantity measured. The result shows that the EMC ranges of 95% confidence intervals are 50.5-203 mg/L for TSS, 0.8-14.2 mg/L for $BOD_5$, 4.2-20.7 mg/L for $COD_{Mn}$, 0.2-0.5 mg/L for TP, 2.4-4.5 mg/L for TN, 1.36-3.04 mg/L for NO3--N, 0.13-0.42 mg/L for NH4+-N and 0.82-1.77 mg/L for TKN.

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Comparative Analysis of SWAT Generated Streamflow and Stream Water Quality Using Different Spatial Resolution Data (SWAT모형에서 다양한 해상도에 따른 수문-수질 모의결과의 비교분석)

  • Park, Jong-Yoon;Lee, Mi-Seon;Park, Geun-Ae;Kim, Seong-Joon
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.102-106
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    • 2008
  • This study is to evaluated the impact of varying spatial resolutions of DEM (2 m, 10 m, and 30 m), land use (QuickBird, 1/25,000 and Landsat), and soil data (1/25,000 and 1/50,000) on the uncertainty of Soil and Water Assessment Tool (SWAT) predicted streamflow, sediment, T-N, and T-P transport in a small agricultural watershed ($1.21\;km^2$). SWAT model was adopted and the model was calibrated for a $255.4\;km^2$ watershed using 30 m DEM, Landsat land use, and 1/25,000 soil data. The model was run with the combination of three DEM, land use, and soil map respectively. The SWAT model was calibrated for 2 years (1999-2000) using daily streamflow and monthly water quality (SS, T-N, T-P) records from 1999 to 2000, and verified for another 2 years (2001-2002). The average Nash and Sutcliffe model efficiency was 0.59 for streamflow and the root mean square error were 2.08, 4.30 and 0.70 tons/yr for sediment, T-N and T-P respectively. The hydrological results showed that output uncertainty was biggest by spatial resolution of land use. Streamflow increase the watershed average CN value of QucikBird land use was 0.4 and 1.8 higher than those of 1/25,000 and Landsat land use caused increase of streamflow.

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Topographical Changes in Torrential Stream After Dredging in Erosion Control Dam - Using Terrestrial LiDAR Data - (사방댐 준설이 계류의 지형변화에 미치는 영향 - 지상 LiDAR 자료를 이용하여 -)

  • Seo, Junpyo;Woo, Choongshik;Lee, Changwoo;Kim, Kyongha;Lee, HeonHo
    • Journal of Korean Society of Forest Science
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    • v.103 no.3
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    • pp.392-401
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    • 2014
  • This research was carried out to understand the impact of mountainous torrent on topographical change of slope and sediment volume within a deposit line by dredging of soil erosion control dam. Terrestrial LiDAR surveys were conducted at dredged and non-dredged sites. Terrestrial LiDAR has an advantage on detecting topographical changes easily without demanding workmanship and technical skill for users. The distribution of erodible slope ($20^{\circ}-40^{\circ}$) was higher in non-dredged site than that of dredged site. However, the distribution was higher in dredged site than that of non-dredged site after rainy season. Erosion and deposition appeared regularly in a dredged site, but those occurred irregularly in the non-dredged site. The inflow of soil per square meter was 1.7 times higher in dredged site than that of non-dredged site after rainy season. The difference of rainfall in each site did not affect to soil erosion. The distribution of erodible slope was increased in dredged site than that of non-dredged site after rainy season due to inflow of soil from upper stream caused by dredging.

Characteristics of Transformation Process of Wastewater in Sewer (하수관거내 오염물질 성상변화 특성)

  • Lee, Doo-Jin;Kim, Moon-Il
    • Journal of Korean Society of Environmental Engineers
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    • v.27 no.9
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    • pp.911-916
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    • 2005
  • In this study, variations of water quality, sediment size and contaminant substances are analyzed at upstream and downstream in sewer systems in order to evaluate the characteristics of wastewater transformation by physico-chemical and biological reactions. The differences of DOC concentration between up and down stream showed the range of $-5.8{\sim}18.6$ from the result of continuous measurement at up and down stream. About 8.4% of DOC concentration was reduced and reduction rate was 2.3 mg/L/km. SS reduction rate was measured by 5.5 mg/L/km, 0.22 mg/L/min from upstream to downstream, which was twice than DOC reduction rate. When pollution load reduction was evaluated considering infiltration/inflow effect, DOC load was eliminated from 1,230 ka/d to 1,167 kg/d by physi-chemical and biological reaction in a sewer and 7.8% of the SS in upstream station was reduced under dry weather condition. The results showed that the characteristics of transformation process of wastewater in sewer should be considered for design and operation of wastewater treatment plant.