• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.683-687
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• 2009

하천의 하상은 장기간에 걸친 교란으로 변화를 겪으며 자연 평형상태에 이르게 된다. 하천에서의 교란은 자연적인 교란과 인위적인 교란으로 나눌 수 있다. 자연적인 교란은 홍수, 태풍, 지진, 해충, 질병, 사태, 극고 저온, 한발 등을 포함하며 생태계의 안정성, 저항성 및 복원성에 의하여 자연 복원되는 경우이며, 인위적인 교란은 댐건설, 하도정비, 골재채취 기타 다른 하천 구조물의 축조 등으로 인해 생태계의 구조와 기능에 막대한 변화가 초래되는 경우이다. 따라서 이러한 교란된 하천의 하상변동 경향을 분석하고 예측하여 이 치수 구조물 축조에 반영하고 하천 생태계 교란의 영향을 최소화 시키는 것이 하천 환경적 측면에서 매우 중요하다고 할 수 있다. 본 연구에서는 경상북도 안동시 임하면 임하리에 위치한 반변천의 임하 역조정지댐 직하류부터 낙동강 합류점까지 10.92km 지역을 연구대상지역으로 선정하여, 미공병단에서 개발된 하상변동 수치모형인 HEC-6를 이용하여 댐 건설전과 건설 후에 대하여 하상변동을 모의하였다. 그 결과 처음 5년간은 하상이 $0.5{\sim}1.0m$정도 저하되었으나 10년이 지났을 때, 댐 건설전의 경우에는 $-0.4{\sim}2.2m$, 댐 건설 후에는 $-0.2{\sim}1.3m$정도로 하상이 변화되었다. 이는 댐이 없을 경우에는 처음 5년간은 하상이 심하게 저하되었다가 10년이 지나면서 하상 저하율이 감소되면서 평형상태를 이루는데 댐이 있을 경우에는 하상이 저하되는 감소율이 더 적어지면서 댐이 있을 때보다 하상저하가 적게 이루어진 것 때문으로 사료된다.

• Journal of Korea Water Resources Association
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• v.48 no.5
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• pp.379-391
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• 2015

Multi-functional weirs has been installed in four rivers are hydraulic structures across the river. The structures were divided into movable and fixed weirs. Hence, riverbed-level variation and sediment transport can be varied due to water gate operation. In this study, the long-term riverbed-level variation of Geum river basin due to water gate operation of multi-functional weirs was studied. Result of this study shows that the variation of thalweg elevation was greater than the variation of annual average riverbed elevation due to multi-functional weirs construction and water gate operation. Maximum riverbed degradation of thalweg elevation that occurred was 2.79m and riverbed aggradation was 1.90m. Maximum riverbed degradation of the annual average riverbed elevation that occurred was 2.16m and riverbed aggradation was 1.24m. Analysis result of flood stage by the variation of riverbed-level shows that flood stages were increased in majorities area. The maximum increase in the value of flood stage was 2.23m. For this reason, flood stages can be greater than the freeboard of the levees. Therefore, we should consider the water gate operation of multi-functional weirs when planning and managing sediment in the river. We are expecting to use the result of this study in river planning for river management and selecting the river regime.

• Proceedings of the Korea Water Resources Association Conference
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• 2001.05b
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• pp.721-726
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• 2001

• Proceedings of the Korea Water Resources Association Conference
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• 1997.05a
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• pp.83-88
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• 1997

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.303-303
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• 2015

하천에서의 유사이송은 하상의 변화를 야기 시키고 하천의 흐름특성에도 영향을 미치는 주요 현상이다. 유사이송은 하상을 구성하고 있는 모래나 점토질 입자가 물의 흐름을 따라 이동하는 것을 의미하는데, 유사 입자가 균일하지 않고 재질 또한 다양하여 입자에 작용하는 외부 힘을 계산하기 힘들기 때문에 유사 이송을 예측하기에는 많은 어려움이 있다. 이런 이유로 좀 더 확실한 유사이송량을 추정하기위한 많은 연구가 수행되고 있다. 본 연구에서는 1967년 Engelund와 Hansen에 의해서 개발된 공식을 이용하여 하상변동을 계산하였다. Engelund-Hansen 공식은 총유사량을 산정하는 과정에서 부유사량과 소류사를 구분하여 계산한다. 이 공식은 유사이송 함수를 유도하기 위해 수류력 개념과 상사원리를 이용하였다. 본 연구는 대상유역으로 금강 백제보 인근 10 km 구간을 선정하였고, 모의는 2014년도에 생산된 수문자료를 이용하였다. 유사이송은 대부분이 빠른 유속이 발생하는 홍수기에 집중된다. 그러므로 보다 정확한 하상변동을 파악하기 위해서는 홍수기를 포함한 장기간의 계산이 필요하다. 그러므로 본 연구에서는 모의기간을 365일로 결정하였다. 모의결과는 금강을 가로지르는 백제보가 하천의 흐름변화를 야기함에 따라 하류에서는 국부적인 세굴이 발생하는 것으로 나타났다. 특히 가동보 직하류에서 비교적 많은 세굴이 발생하였고 세굴 된 유사는 인근에 퇴적이 되고 있음을 알 수 있었다. 이런 국부적인 하상변동은 생태계의 불균형을 가져올 수 있으며, 하천구조물의 내구성을 약화시키는 요인으로 작용한다. 그러므로 이러한 재해를 예방하기 위해서는 하상변동의 예측이 필수적이다.

• Economic and Environmental Geology
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• v.57 no.2
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• pp.107-117
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• 2024

The objective of this study is to estimate riverbed fluctuations and the volume of aggregate extraction attributable to climate change. Rainfall-runoff modeling, utilizing the SWAT model based on climate change scenarios, as well as long-term riverbed fluctuation modeling, employing the HEC-RAS model, were conducted for the Nonsan River basin. The analysis of rainfall-runoff and sediment transport under the SSP5-8.5 scenario for the early part of the future indicates that differences in annual precipitation may exceed 600 mm, resulting in a corresponding variation in the basin's sediment discharge by more than 30,000 tons per year. Additionally, long-term riverbed fluctuation modeling of the lower reaches of the Nonsan Stream has identified a potential aggregate extraction area. It is estimated that aggregate extraction could be feasible within a 2.455 km stretch upstream, approximately 4.6 to 6.9 km from the confluence with the Geum River. These findings suggest that the risk of climate crises, such as extreme rainfall or droughts, could increase due to abnormal weather conditions, and the increase in variability could affect long-term aggregate extraction. Therefore, it is considered important to take into account the impact of climate change in future long-term aggregate extraction planning and policy formulation.

• Journal of Korea Water Resources Association
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• v.43 no.11
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• pp.977-984
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• 2010

In order to determine the optimal sediment discharge formula for Hyeongsan river, some statistical approaches have been applied to analyze the simulated results of long-term bed change by HEC-6. The field measurements have been conducted to obtain the data for model calibration and verification such as sediment discharge, bed material, and channel geometry. Several sediment discharge formulae have been verified according to the bias, RMSE, RRMSE, discrepancy ratio, and S/N ratio of bed change along the thalweg. Comparing the formulae, Laursen formula(modified by Copeland) have shown the best performance to simulate the long-term bed change of Hyeongsan river.

• Journal of the Korean Society of Hazard Mitigation
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• v.9 no.1
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• pp.107-113
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• 2009

This study has been conducted for the long-term riverbed change prediction on Geum River and Miho Stream surrounding the planned Multifunctional Administrative City and the neighboring regions by the construction of a small dam. Based on the analysis of vertical riverbed changes of the cross-sectional data for the years 1988, 2002 and 2007, minimum bed elevation significantly decreased in both Geum River and Miho Stream in 2007 as compared to 1988. Compared to 2002, however, a slight elevation change was observed. To make a long-term prediction on riverbed changes by the construction of a small dam, a one dimensional HEC-RAS 4.0 model has been used. By the fixed bed model test, the water levels were calibrated. By using the cross-sectional data of 1988 and 2002, verification was conducted under a movable bed model. According to the prediction of riverbed changes for each scenario with varying height of small dam, minor impact is expected around Miho Stream while major impact is expected around Geum River by 2017, as the small dam height increases. If the small dam is 7m-high, for example, it's been simulated that 1.59m deposition would be expected around the upper stream of Miho Stream Confluence while 1.98m scour would be expected around the downstream of the small dam.

• Proceedings of the Korea Water Resources Association Conference
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• 2006.05a
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• pp.1611-1615
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• 2006

The purpose of this study is to simulate the riverbed profile changes downstream of Daecheong re-regulation dam from 1988 to 2001, to evaluate the model's applicability and to predict a long-term riverbed-level variation between 2002 and 2017. As a result of simulation 14 sediment transport equations provided by GSTAR-1D, it was found that Acker's & White formula was the most stable relatively. The interval used to calculate its stability was 7 days for bankful discharge$(1,000m^2/s)$, 3 days for daily maximum flow$(4,273m^2/s)$, 1 day for hourly maximum flow$(7,605m^2/s)$ and minimum flow$(8.5m^2/s)$. The simulation results of river bed changes were evaluated and compared to its measure data from 1988 to 2001. It was showed that there was the degradation for a section between Daecheong re-regulation dam and Maepo water stage gage station due to bed-material, and the degradation for a reach between Maepo and Gongju water stage gage station due to massive aggregate collection. Also, as a result of simulating the river profile change for 2002 to 2017, it was predicted that the section between Daecheong re-regulation dam and Geumnam Bridge would remain as the present profile and the reach between Maepo and Gongju water stage gage station would have some degradations in several parts, which would be stable as a whole unless it was due to artificial river profile change.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.13 no.5
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• pp.157-163
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• 1993

The present study focuses on simulating river profile changes downstream of the Daecheong multipurpose dam by using the computer program HEC-6, which was developed by the United States Army Corps of Engineers. The dam locates at the Keum river, a typical alluvial stream, whose bed material is composed mostly of fine and medium sands. The study reveals that after the completion of dam, a 15 km long reach downstream from the regulatory dam was severely degraded by about 2~3 m. No further severe degradation of this reach is expected, however, because the river-bed of this reach has been well armored since then with gravels and cobbles. Some places in the study reach were degraded locally by 2 m, due mainly to the large-scale gravel mining activities in that reach. On the other hand, a 20 km long reach in downstream study reach is aggraded more or less by 0.5~1 m. Calculation by the computer program HEC-6 is close to measurement for the study river reach. According to the results by HEC-6, the study river reach would remain generally stable in the future, except a few places in the mid-upstream where further river-bed degradation of 1~2 m would occur and a few places in the far downstream where local river-bed aggradations of about 0.5 m would occur.