• 제목/요약/키워드: Field Slope Length

검색결과 107건 처리시간 0.025초

실측 경사장 및 경사도를 고려한 양구 해안면 유역의 유사량 평가 (Evaluation of Sediment Yield using Area-weighted Measured Slope and Slope Length at HeaAn Myeon Watershed)

  • 유동선;김기성;장원석;전만식;양재의;김성철;안재훈;임경재
    • 한국물환경학회지
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    • 제24권5호
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    • pp.569-580
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    • 2008
  • In this study, area-weighted slope and slope length module, considering measured field slope and slope length of the agricultural fields within the subwatershed, was developed using the ArcView Avenue programming to reflect the field topography of the Soil and Water Assessment Tool (SWAT) HRU in simulating the hydrology and water quality. Flow and sediment yield estimated values of the SWAT were compared with and without applying area-weighted slope and slope length module, developed in this study. There was 103% increases in estimated sediment with area-weighted slope and slope length module for the study watershed. The soil erosion and sediment yield from only agricultural field in Hae-an watershed was also assessed. There are 111% increase in estimated soil erosion and 112% increase in estimated sediment by applying area-weighted slope and slope length module. This study shows that the area-weighted slope and slope length module needs to be utilized in estimating the HRU field slope and slope length for accurate estimation of soil erosion and nonponit source pollutant modeling with the SWAT although it is not feasible to measure topographic information for every agricultural fields within the watershed. The area-weighted slope and slope length module can be used in identifying soil erosion hot spot areas for developing cost effective and efficient soil erosion management practices.

필지 단위 주경사장 산정 및 적용을 통한 범용토양유실공식 지형인자 산정 개선 연구 (A Study to Determine the Slope Length and Steepness Factor of Universal Soil Loss Equation with Determining and Adapting Major Slope Length at Field Scale)

  • 박윤식;박종윤;장원석;김종건
    • 한국농공학회논문집
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    • 제61권6호
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    • pp.55-65
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    • 2019
  • Universal Soil Loss Equation (USLE) is to estimate potential soil loss and has benefit in use with its simplicity. The equation is composed of five factors, one of the factors is the slope length and steepness factor (LS factor) that is for topographic property of fields to estimate potential soil loss. Since the USLE was developed, many equations to compute LS was suggested with field measurement. Nowadays the factor is often computed in GIS software with digital elevation model, however it was reported that the factor is very sensitive to the resolution of digital elevation model. In addition, the digital elevation model of high resolution less than 3 meter is required in small field application, however these inputs are not associate with the empirical models' backgrounds since the empirical models were derived in 22.1 meter field measurements. In the study, four equation to compute LS factor and two approaches to determine slope length and steepness were examined, and correction factor was suggested to provide reasonable precision in LS estimations. The correction factor is computed with field area and cell size of digital elevation model, thus the correction factor can be adapted in any USLE-based models using LS factor at field level.

비탈면 녹화공법의 유형분석과 개선방안 연구 (A Study of Improvement Method and Analysis of Type of Revegetation Measures of Rock Slopes)

  • 전기성
    • 한국환경복원기술학회지
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    • 제5권5호
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    • pp.22-29
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    • 2002
  • This study was conducted to suggest develop revegetation methods and to classification of cutting-rock slopes revegetation type. The data was collected from pre-experienced data, reports and journal. Also research result was reflected from field research for the conditions of construction, vegetation types and field conditions. As the result of analyze, the factors affecting the plant coverage rates of cutting-rock slopes were period of construction, revegetation methods, slope gradient and slope length. Classification of cutting-rock slopes revegetation type was fourth from material of revegetation measures and spray type. It is recommended to adjust the proposed factor as environment, field condition and characteristic related with revegetation measures on slopes for the presentation of revegetation standard.

SWAT HRU 단위의 경사도/경사장 산정을 위한 SWAT SD-HRU 전처리 프로세서 모듈 개발 (Development of SWAT SD-HRU Pre-processor Module for Accurate Estimation of Slope and Slope Length of Each HRU Considering Spatial Topographic Characteristics in SWAT)

  • 장원석;유동선;정일문;김남원;전만식;박윤식;김종건;임경재
    • 한국물환경학회지
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    • 제25권3호
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    • pp.351-362
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    • 2009
  • The Soil and Water Assessment Tool (SWAT) model, semi-distributed model, first divides the watershed into multiple subwatersheds, and then extracts the basic computation element, called the Hydrologic Response Unit (HRU). In the process of HRU generation, the spatial information of land use and soil maps within each subwatershed is lost. The SWAT model estimates the HRU topographic data based on the average slope of each subwatershed, and then use this topographic datum for all HRUs within the subwatershed. To improve the SWAT capabilities for various watershed scenarios, the Spatially Distributed-HRU (SD-HRU) pre-processor module was developed in this study to simulate site-specific topographic data. The SD-HRU was applied to the Hae-an watershed, where field slope lengths and slopes are measured for all agricultural fields. The analysis revealed that the SD-HRU pre-processor module needs to be applied in SWAT sediment simulation for accurate analysis of soil erosion and sediment behaviors. If the SD-HRU pre-processor module is not applied in SWAT runs, the other SWAT factors may be over or under estimated, resulting in errors in physical and empirical computation modules although the SWAT estimated flow and sediment values match the measured data reasonably well.

도로비탈면의 환경인자를 고려한 식생구조분석에 관한 연구 (A Study on the Revegetation Structural Analysis for Environment Factor of Road Slope)

  • 전기성
    • 한국환경복원기술학회지
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    • 제7권2호
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    • pp.12-20
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    • 2004
  • This study was carried out from January 1998 to December 1999 to report the revegetation of cutting-rock slopes and a design standard in the highway cut-slopes. The field data was collected from the 67 sites cutting-rock slopes of highways, local roads, and field test. As the result of analyze, cutting-rock slopes revegetation measures were 16 types. There were Vine planting(3 types), Hydroseeding measures with seed-fertilizer-soil materials(5 types), Vegetaion-base spraying measures(5 types), and Stability measures(3 types). The factors affecting the plant coverage rates of cutting-rock slopes were the slope gradient, the slope width and direction. The plant coverage rate decreases in the condition of steep slope and long slope width and length(height). In addition, the plant coverage rates of the westward and southward were lower than that of the northward and eastward. Most dominant species were Zoysia japonica, Lespedeza cyrtobotrya, Lespedeza cuneata, Rubus crataegifolius, Miscanthus sinensis, Arrundinella hirta, Themeda triandra, and Oenothera odorata. Exotic species were Eragrostis curvula(Weeping lovegrass), Dactylis glomerata Orchardgrass), Lolium perenne(Perennial ryegrass), and Festuca arundinacea(Tall fescue). It is recommended to adjust the proposed factor as environment, topsoil, classification of rock, field condition and characteristic related with revegetation measures on slopes for the presentation of revegetation standard.

Probabilistic bearing capacity of strip footing on reinforced anisotropic soil slope

  • Halder, Koushik;Chakraborty, Debarghya
    • Geomechanics and Engineering
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    • 제23권1호
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    • pp.15-30
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    • 2020
  • The probabilistic bearing capacity of a strip footing placed on the edge of a purely cohesive reinforced soil slope is computed by combining lower bound finite element limit analysis technique with random field method and Monte Carlo simulation technique. To simulate actual field condition, anisotropic random field model of undrained soil shear strength is generated by using the Cholesky-Decomposition method. With the inclusion of a single layer of reinforcement, dimensionless bearing capacity factor, N always increases in both deterministic and probabilistic analysis. As the coefficient of variation of the undrained soil shear strength increases, the mean N value in both unreinforced and reinforced slopes reduces for particular values of correlation length in horizontal and vertical directions. For smaller correlation lengths, the mean N value of unreinforced and reinforced slopes is always lower than the deterministic solutions. However, with the increment in the correlation lengths, this difference reduces and at a higher correlation length, both the deterministic and probabilistic mean values become almost equal. Providing reinforcement under footing subjected to eccentric load is found to be an efficient solution. However, both the deterministic and probabilistic bearing capacity for unreinforced and reinforced slopes reduces with the consideration of loading eccentricity.

고추 재배 포장 라이시메타를 이용한 Azoxystrobin의 유출 평가 (Runoff of Azoxystrobin Applied in Pepper Field-lysimeter)

  • 김찬섭;이희동;손경애;길근환;임양빈
    • 농약과학회지
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    • 제20권3호
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    • pp.228-235
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    • 2016
  • 작물재배 관행과 지형에 의한 농약의 유실양상의 차이를 파악하고자 고추재배 경사지 포장에서 농약유출 실험을 수행하였다. Azoxystrobin 20% 액상수화제를 2004년과 2005년에 살포한 후 작물체를 씻어 내리는 빗물과 유출수 중 azoxystrobin의 잔류 양상을 추적하였다. 농약살포 후 작물체 표면에 부착되었던 azoxystrobin이 빗물에 씻겨 내리는 정도는 살포량의 24~68% 수준이었다. Azoxystrobin의 첫 번째 유출농도는 $50{\mu}gL^{-1}$ 미만이었고, 10% 경사구의 유출률은 0.26~0.59%, 20% 경사구의 유출률은 0.66~0.96%, 30% 경사구의 유출률은 0.84~1.78%로 경사장의 증가에 따라 줄어들었다. Azoxystrobin의 유출률은 유출수량과 관계가 밀접하고, 단위면적당 유출수량은 두둑과 멀칭효과에 의해 감소하였다.

개별요소법에 의한 절리 암반 비탈면의 안정성 해석 (Stability Analysis of Jointed Rock Slope by D.E.M)

  • 박근억;임한욱
    • 산업기술연구
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    • 제21권B호
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    • pp.51-58
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    • 2001
  • The Distinct Element Method (DEM) was used to analyze the stability of jointed rock slope, of which dimension are about 200m(length), 60m(height), $55^{\circ}$ dip. The Barton-Bandis joint model was used, as a constitutive model. The parameters such as JRC and spatial distribution characteristics of discontinuities were acquired through field investigation. Three different cases such as $51^{\circ}$, $45^{\circ}$ and $38^{\circ}$ in angle of rock slope were analyzed to decide a stable slope. To keep the jointed rock slope safely, it is proposed to reduce the height of slope from 60m to 48m and to reduce the angle of the from $55^{\circ}$ to $38^{\circ}$ too.

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고랭지밭 밀집지역 초생대의 비점오염 저감 효율 평가 - 비점오염원 관리지역을 중심으로 (만대지구, 가아지구, 자운지구) - (Efficiency Evaluation of Vegetative Filter Strip for Non-point Source Pollutant at Dense Upland Areas - Focused on Non-point Source Management Area Mandae, Gaa, and Jaun Basins -)

  • 정연지;이동준;강현우;장원석;홍지영;임경재
    • 한국농공학회논문집
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    • 제64권4호
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    • pp.1-10
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    • 2022
  • A vegetative filter strip (VFS) is one of the best management practices (BMPs) to reduce pollutant loads. This study aims to assess the effectiveness of VFS in dense upland field areas. The study areas are agricultural fields in the Maedae (MD), Gaa (GA), and Jaun (JU) watersheds, where severe sediment yields have occurred and the Korean government has designated them as non-point management regions. The agricultural fields were divided into three or four clusters for each watershed based on their slope, slope length, and area (e.g., MD1, MD2). To assess the sediment trapping (STE) and pesticide reduction efficiency (PRE) of VFS, the Vegetative Filter Strip Modeling System (VFSMOD) was applied with three different scenarios (SC) (SC1: VFS with rye vegetation; SC2: VFS with rye vegetation and a gentle slope in VFS range; and SC3: VFS with grass mixture). For SC1, there were relatively short slope lengths and small areas in the MD1 and GA3 clusters, and they showed higher pollutant reduction (STE>50%, PRE>25%). For SC2 and SC3, all clusters in GA and some clusters (MD1 and MD3) in MD show higher pollutant reduction (>25%), while the uplands in JU still show a lower pollutant (<25%). With correlation analysis between geographic characteristics and VFS effectiveness slope and slope length showed relative higher correlations with the pollutant efficiency than a area. The results of this study implied that slope and slope length should be considered to find suitable upland conditions for VFS installations.

IGZO 박막트랜지스터의 동작특성 (Operation characteristics of IGZO thin-film transistors)

  • 이호년;김형중
    • 한국산학기술학회논문지
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    • 제11권5호
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    • pp.1592-1596
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    • 2010
  • IGZO (indium gallium zinc oxide) 박막트랜지스터는, 활성층 채널의 폭과 길이의 비가 고정된 경우에도, 채널 길이가 길어지면 게이트전압에 대한 드레인 전류의 특성곡선이 양의 전압 방향으로 이동하고 전계효과이동도는 낮아졌다. 채널의 길이와 폭이 고정된 상태에서는, 드레인이 전압 높은 경우에 전계효과이동도가 낮고 문턱아래 기울기가 큰 특성을 보였다. 이러한 현상은 IGZO 채널층의 일함수가 커서 소스/드레인 전극과 채널층의 접합부 띠굽음이 규소반도체의 경우와 반대방향으로 나타나는 것에 기인하는 것으로 해석된다.