• 제목/요약/키워드: Sediment erosion

검색결과 454건 처리시간 0.031초

SATEEC과 USPED를 이용한 토양 유실량 산정 및 우선관리 유역 선정 평가 (Estimation of Soil Erosion using SATEEC and USPED and Determination of Soil Erosion Hot Spot Watershed)

  • 서일규;박윤식;김남원;문종필;류지철;옥용식;김기성;임경재
    • 한국물환경학회지
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    • 제26권3호
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    • pp.497-506
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    • 2010
  • Severe muddy water problem has been the hot issue in Korea. Because of increased nonpoint source pollutions at Kangwon province, best soil erosion management system is required to reduce inflow of nonpoint source pollutions into the waterbodies. The USLE-based SATEEC system have been developed and enhanced for soil erosion and sediment yield estimation. However, the SATEEC cannot estimate soil depositions depending on topography in the watershed, while the USPED estimates soil erosion and deposition using sediment transport capacity of the surface runoff. In this study, the SATEEC and USPED were used to determine soil erosion hot spot subbasins. For this, 54 subbasins were delineated. In general, soil erosion hot spot subbasins were identified similarly with SATEEC and USPED. However, depending on erosion and deposition patterns in each subbasin. USPED estimated soil erosion hot spot subbasins didn't match those estimated with SATEEC. For some subbasins, much deposition was expected than erosion. This indicates that SATEEC estimated soil erosion values may be overestimated for these subbasins. Thus, care should be taken when understanding soil erosion status in the watershed based on USLE-based SATEEC results. In addition, the USPED results could be used to identify the site-specific soil erosion best management practices. If the USPED and USLE-based SATEEC are combined, it would help determining soil erosion hot spot subwatersheds in economic and environmental perspectives.

Numerical Simulation of Erosive Wear on an Impact Sprinkler Nozzle Using a Remeshing Algorithm

  • Xu, Yuncheng;Yan, Haijun
    • International Journal of Fluid Machinery and Systems
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    • 제9권4호
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    • pp.287-299
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    • 2016
  • In China, agricultural irrigation water often contains a lot of suspended sediment which may cause the nozzle wear. In this study, a new numerical simulation combing the Discrete Phase Model and a remeshing algorithm was conducted. The geometric boundary deformation caused by the erosion wear, was considered. The weight loss of the nozzle, the node displacement and the flow field were investigated and discussed. The timestep sensitivity analysis showed that the timestep is very critical in the erosion modeling due to the randomness and the discreteness of the erosion behavior. Based on the simulation results, the major deformation of the boundary wall due to the erosion was found at the corners between outlet portion and contraction portion. Based on this remeshing algorithm, the simulated erosion weight loss of the nozzle is 4.62% less compared with the case without boundary deformation. The boundary deformation changes the pressure and velocity distribution, and eventually changes the sediment distribution inside the nozzle. The average turbulence kinetic energy at the outlet orifice is found to decrease with the erosion time, which is believed to change the nozzle's spray performance eventually.

The Analysis of Reduction Efficiency of Soil Erosion and Sediment Yield by a Ginseng Area using GIS Tools

  • Lee, Geun-Sang;Jeon, Dae-Youn
    • Spatial Information Research
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    • 제17권4호
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    • pp.431-443
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    • 2009
  • 최근 탁수문제는 댐과 저수지관리 업무에서 중요한 이슈중의 하나가 되고 있으며, 고탁수를 유발하는 주요원인은 강우강도 에너지에 의한 유사량이다. 기존의 연구들은 다양한 작물형태를 고려하지 않아 정확한 토양 침식 및 유사량을 계산할 수 없었다. 본 연구에서는 IKONOS 위성영상으로부터 추출한 인삼밭 레이어를 이용하여 토양침식량과 유사량의 저감효과를 분석하였으며, 인삼밭의 면적과 점유비율은 각각 $0.290km^2$와 0.94%로 나타났다. GIS 기반 RUSLE 모델을 이용하여 인삼밭을 고려한 토양침식량의 저감효과를 분석한 결과는 0.9%로 낮게 나타났으며, 이는 인삼밭의 면적이 다른 농경지에 비해 상대적으로 작기 때문으로 해석된다. 미래의 토지이용변화를 반영하기 위해, 본 연구에서는 논, 밭, 과수원 그리고 기타 재배지들이 인삼밭 지역으로 전환된다는 시나리오를 고려하여 토양침식과 유사량의 저감효과를 평가하였다. 시나리오에 따른 인삼밭의 저감효과를 분석한 결과, 밭지역을 인삼밭으로 전환한 시나리오 (1)과 모든 농경지를 인삼밭으로 전환한 (4)가 인삼밭을 고려하지 않은 기존의 연구와 비교할 때 31.3% 및 34.8% 더 높은 저감효과를 나타내었다. 본 연구에서 제시한 방법론은 고탁수와 관련된 저수지관리를 지원하기 위한 매우 효과적인 도구가 될 수 있을 것이다.

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Selection of Optimal Number of Francis Runner Blades for a Sediment Laden Micro Hydropower Plant in Nepal

  • Baidar, Binaya;Chitrakar, Sailesh;Koirala, Ravi;Neopane, Hari Prasad
    • International Journal of Fluid Machinery and Systems
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    • 제8권4호
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    • pp.294-303
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    • 2015
  • The present study is conducted to identify a better design and optimal number of Francis runner blades for sediment laden high head micro hydropower site, Tara Khola in the Baglung district of Nepal. The runner is designed with in-house code and Computational Fluid Dynamics (CFD) analysis is performed to evaluate the performance with three configurations; 11, 13 and 17 numbers of runner blades. The three sets of runners were also investigated for the sediment erosion tendency. The runner with 13 blades shows better performance at design as well as in variable discharge conditions. 96.2% efficiency is obtained from the runner with 13 blades at the design point, and the runners with 17 and 11 blades have 88.25% and 76.63% efficiencies respectively. Further, the runner with 13 blades has better manufacturability than the runner with 17 blades as it has long and highly curved blade with small gaps between the blades, but it comes with 65% more erosion tendency than in the runner with 17 blades.

Tank 모형을 이용한 동해안 오십천 하구의 유사량 평가에 관한 연구 (A Study on Estimate of Sediment Yield Using Tank Model in Oship River Mouth of East Coast)

  • 강상혁;옥용식;김상률;지정환
    • 한국환경농학회지
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    • 제30권3호
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    • pp.268-274
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    • 2011
  • 본 연구에서는 유량 및 유사량 자료가 부족한 미계측 유역에 대해 Tank모형을 확장하여 궁극적으로 유사량을 평가하는 방법을 제시하였다. 적용 유역은 동해안 타 유역에 비해 유량자료가 확보되어 있는 오십천을 대상으로 집중호우기의 토사유출 특징과 하천의 토사유달률을 구하였다. 본 연구의 주요 결과는 다음과 같다. 1) 실측에 의한 유사량의 산정에 있어서는 먼저 유사량 관계식(sediment rating curve)의 개발이 선행되어야 한다. 본 연구에서는 유량 산정지점에 대해 유량과 병행하여 유사량 관계식을 다음과 같이 구하였다. 오십천 유량-유사량 관계식 : $Q_s=6.017Q^{1.374}$ 2) Tank모형을 적용하여 2006년 강우유출량을 산정한 결과 관측값과 유사한 값($RMSE=1.26m^3/day$)을 얻을 수 있었다. 3) 대상지역의 2006년과 2009년의 연평균 토사전달율 을 비교한 결과 태풍에 따른 집중강우가 있었던 2006년의 토사전달율이 평년의 2009년에 비해 현저하게 높았는데 이는 급격한 강우유출량의 증가에 따른 것이라 보인다. 4) 개량된 Tank모형에 의한 유량 및 토사유출량은 기존의 SRC방법과 비교했을 경우 유사한 경향을 보였으며 이는 향후 유량과 유사량 자료가 부족한 유역에 대해 효과적으로 적용할 수 있을 것으로 본다.

USLE모형과 시강우를 고려한 토양유실 평가 시스템을 이용한 연간 토양유실량 비교 분석 (Comparison of Annual Soil Loss using USLE and Hourly Soil Erosion Evaluation System)

  • 금동혁;류지철;강현우;장춘화;신민환;신동석;최중대;임경재
    • 한국토양비료학회지
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    • 제44권6호
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    • pp.991-997
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    • 2011
  • Soil erosion and sediment has been known as one of pollutants causing water quality degradation in water bodies. With global warming issues worldwide, various soil erosion studies have been performed. Although on-site monitoring of sediment loss would be an ideal method to evaluate soil erosion condition, modeling approaches have been utilized to estimate soil erosion and to evaluate various best management practices on soil erosion reduction. Although the USLE has been used in soil erosion estimation for the last 40 years, the USLE model has limitations in estimating event-based soil erosion reflecting rainfall intensity and rainfall duration for long-term period. Thus, the calibrated model, capable of simulating soil erosion using hourly rainfall data, was utilized in this study to evaluate the effects of rainfall amount and rainfall intensity on soil erosion. It was found that USLE soil erosion value is $3.06ton\;ha^{-1}\;yr^{-1}$, while soil erosion values from 2006~2010 were $2.469ton\;ha^{-1}\;yr^{-1}$, $0.882ton\;ha^{-1}\;yr^{-1}$, $1.489ton\;ha^{-1}\;yr^{-1}$, $2.158ton\;ha^{-1}\;yr^{-1}$, $1.602ton\;ha^{-1}\;yr^{-1}$, respectively. Especially, soil erosion from single storm event for 2008-2010 would be responsible for 30% or more of annual soil loss. As shown in this study, hourly soil erosion estimation system would provide more detailed output from the study area. In addition, the effects of rainfall intensity on soil erosion could be evaluated with this system.

연성 식생모형에 의한 해빈침식방지 특성에 관한 실험적 연구 (Hydraulic Experiment on the Effects of Beach Erosion Prevention with Flexible Coastal Vegetation)

  • 이성대;박정철;홍창배
    • 한국해양공학회지
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    • 제23권1호
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    • pp.31-37
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    • 2009
  • Coastal vegetation consists of rooted flowering marine plants that provide a variety of ecosystem services to the coastal areas they colonize. The attenuation of currents and waves and sediment stabilization are often listed among these services. From this point of view, artificial seaweed is an effective method of controlling sea bed sediment and stabilization without damaging the landscape or the stability of the coastline. A series of hydraulic experiments were performed in a wave channel with regular and irregular waves to examine the effect of artificial seaweed in relation to scouring and beach erosion prevention. Based on the results of these experiments, the coastal vegetation model is efficient against scouring and beach erosion.

산불피해지에 있어서 강우패턴에 따른 침식토사량의 변화 (Rainfall Pattern Regulating Surface Erosion and Its Effect on Variation in Sediment Yield in Post-wildfire Area)

  • 서정일;전근우;김석우;김민식
    • 한국산림과학회지
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    • 제99권4호
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    • pp.534-545
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    • 2010
  • 산불피해지의 급경사면에 있어서 지표토사의 침식에 영향을 미치는 강우의 형태와 강도를 산불의 피해강도 및 경과년수별로 파악하고, 그에 따른 침식토사량의 변화와 그 원인을 해석하기 위해 2000년도에 발생한 산불피해지 가운데 강원도 삼척시 인근지역을 대상으로 저 중 고강도산불피해를 입은 산림에 각각 3개소씩, 총 9개의 조사구를 선정하여 침식토사량을 측정하였다. 그 결과, 산불피해의 강도가 감소함에 따라, 그리고 산불발생 후의 경과년수가 증가함에 따라 지표토양의 침식에 영향을 미치는 강우형태는 일강우량에서 실효우량으로 변화하였으며, 토양침식에 영향을 미치는 강우강도는 점차 증가하는 것으로 나타났다. 산불이 발생하게 되면 식생에 의한 강우차단이 저감될 뿐만 아니라 토양공극이 감소되어 침투능 역시 저하되며, 이러한 유수의 표면유출에 관여하는 물리적 생태학적 조건은 산불피해의 강도 및 경과년수에 따라 다양화된다. 이러한 현상은 산불피해지의 토양침식에 직접적인 영향을 미쳐 산불피해의 강도가 감소함에 따라, 그리고 산불발생 후의 경과년수가 증가함에 따라 침식토사량은 경감되었으며, 그 증가추세 역시 감소되는 것으로 나타났다. 따라서 산불피해지의 다양한 물리적 생태학적 조건을 고려한 종합적인 복원 및 관리방안의 수립이 절실히 요구된다.

회야강 하구 및 진하해수욕장의 지형변화에 관한 연구 (A Study on the Topography Change of Hyeya River and Jinha Beach)

  • 민병형;민일규;이동수
    • 한국해양공학회지
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    • 제8권1호
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    • pp.84-95
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    • 1994
  • In recent years Jin-Beach and Hyeya River mouth have experienced severe erosion phenomena. The cause of erosion is examined using a 3-dimensional nunumerical sediment transport model. The model is composed of three components : wave model, wave-induced current model and 3-dimensional sediment transport model. In the wave analysis component we consider refraction, diffraction and reflection based on Maruyama and Kajima method. For the wave-induced current model we use depth-integrated continuty equation and momentum equations. For the 3-dimensional sediment transport model we consider bed load and suspended load simutaneously. Model results obtained for Jin-ha Beach and Hyeya River mouth agreed well with experimental results.

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Management Strategy of Sediment-Related Disasters for Adaptation to Climate Change

  • Chun, Kun-Woo;Kim, Suk-Woo;Lee, Youn-Tae
    • Journal of Forest and Environmental Science
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    • 제34권2호
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    • pp.192-195
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    • 2018
  • To establish a management strategy of sediment-related disasters for adaptation to climate change, it is necessary to 1) understand the specific details and problems about the present status, 2) systematize related technologies by using exact numerical values obtained from physically-based analysis, and 3) ensure the basic guidelines are applied to field elastically. To achieve these successfully, detailed guidelines are required by scientifically considering the utilization and impact of related technology on the field. Here, detailed guidelines should include 1) the development of a basic plan, 2) enhancement of relevant technical instructions, 3) establishment of survey and inspection methods, 4) procedure of erosion control works in urban living sphere, and 5) proactive countermeasures against sediment-related disaster caused by earthquakes.