2009
DOI: 10.3741/jkwra.2009.42.1.51
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Flood Runoff Simulation Using Physical Based Distributed Model for Imjin-River Basin

Abstract: Abstract2/3 of the Imjin River Basin area is located in North Korea, so it was hard to acquire reliable rainfall and hydrological information. This point is one of the factors that has added to flood damage.In this study, flood runoff for the river basin was simulated using hydrological radar, which is installed in an effort to reduce flood damage in the Imjin River Basin, which habitually suffers from flood damage. The feasibility of the distributed flood model was reviewed for the river basin, which is lacki… Show more

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Cited by 9 publications
(6 citation statements)
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“…Motivated by the precedent studies, we utilize the multilayer network for representation learning of spatiotemporal variables. First, basing ourselves on results by prior knowledge and studies of the Han river (Shin & Yoon, 2005;Park & Baek, 2017), we partition the sites into 4 groups:…”
Section: Multilayer Network For Spatiotemporal Modelingmentioning
confidence: 99%
See 1 more Smart Citation
“…Motivated by the precedent studies, we utilize the multilayer network for representation learning of spatiotemporal variables. First, basing ourselves on results by prior knowledge and studies of the Han river (Shin & Yoon, 2005;Park & Baek, 2017), we partition the sites into 4 groups:…”
Section: Multilayer Network For Spatiotemporal Modelingmentioning
confidence: 99%
“…v 2 is the node corresponding to the Ganghwa bridge, B 5 . The Han river is a tidal river whose flow and level are affected by tides, and the Ganghwa bridge is located in the downstream area of the river (Park & Baek, 2017). Jung et al (2018) thought highly of the predicted tide level of B 5 as the most important covariate.…”
Section: Multilayer Network For Spatiotemporal Modelingmentioning
confidence: 99%
“…넓은 지역에 λŒ€ν•΄ κ³ ν•΄μƒλ„μ˜ μ‹œκ³΅κ°„ λΆ„ν•΄λŠ₯을 κ°–λŠ” 레 이더 μΆ”μ • κ°•μˆ˜λŠ” 산악지역에 λŒ€ν•œ λŒλ°œν™μˆ˜ μ˜ˆμΈ‘μ΄λ‚˜ ν™μˆ˜ 예보의 정확도 ν–₯상에 큰 κ°€λŠ₯성을 μ§€λ‹Œ κ²ƒμœΌλ‘œ ν‰κ°€λ˜κ³  있 으며 (Bae et al, 2012), κ·Έλ™μ•ˆ λ§Žμ€ κ΄€λ ¨ 연ꡬ가 μ§„ν–‰λ˜μ–΄ μ™” λ‹€ (Collier et al, 1986;Seo, 1998;Bringi et al, 2001;Borga, 2002;Thorndahl et al, 2014). 특히 κ΅­λ‚΄μ—μ„œλŠ” 단일 편파 λ ˆμ΄λ”μ˜ 였차 및 λ©΄μ ν‰κ· ν™˜μ‚°μ˜ 였차, 지상 κ°•μš°μžλ£Œ 의 ν•©μ„± 및 보정 방법, λ ˆμ΄λ” λ°˜μ‚¬λ„μ˜ μˆ˜μ§λΆ„ν¬μ— λŒ€ν•œ 보 μ • λ“± λ ˆμ΄λ” μΆ”μ • κ°•μˆ˜μ˜ 정확도λ₯Ό ν‰κ°€ν•˜κ³  ν–₯μƒμ‹œν‚€κΈ° μœ„ ν•œ 연ꡬ (Bae et al, 2012;Kim et al, , 2009Kim et al, , 2010Kim et al, , 2011Kim and Yoo, 2014;Lee et al, 2014;Yoo et al, 2008Yoo et al, , 2009Yoo et al, , 2011aYoo and Yoon, 2010;Yoon et al, 2014b)와 λ ˆμ΄λ” μΆ”μ • κ°•μš°λ₯Ό ν™œμš©ν•œ μˆ˜λ¬Έν•™μ  ν™μˆ˜ λͺ¨μ˜ 및 μ‚°μ‚¬νƒœ λ“± μž¬ν•΄ 예츑 기법을 μ€‘μ‹¬μœΌλ‘œ λ§Žμ€ 연ꡬ (Ham and Hwang, 2014;Noh et al, 2013Noh et al, , 2014Park and Hur, 2009;Yoon et al, 2014a)κ°€ μ§„ν–‰λ˜μ—ˆλ‹€. ν•œνŽΈ, 졜근 μˆ˜ν‰νŽΈνŒŒλ§Œμ„ μ‚¬μš©ν•˜λŠ” 기쑴의 단일 편파 레이 더에 λΉ„ν•΄ 수직 편파λ₯Ό μΆ”κ°€λ‘œ μ‚¬μš©ν•˜μ—¬ μ—¬λŸ¬ 수문 기상 λ³€μˆ˜ λ₯Ό κ΄€μΈ‘ν•˜λŠ” 이쀑 편파 기술의 λ„μž…μ— μ˜ν•΄ λ ˆμ΄λ”μ˜ κ°•μˆ˜ μΆ” μ • μ„±λŠ₯이 ν–₯μƒλ˜κ³  μžˆλ‹€ (Jeon et al, 2012;Lee, 2013;Lim et al, 2013b (Jeon et al, 2012;Lee, 2013).…”
Section: μ„œ λ‘ unclassified
“…The physically-based distributed hydrology model can be a proper tool for hydrological analysis over an ungauged basin. By using a digital elevation model, the land use and soil map to the distributed hydrologic model was resampled as 1 km, and the flood inflow was calculated based on the natural runoff condition in 2006 before the construction of the Hwanggang Dam [2]. To estimate the release from the Hwanggang Dam in North Korea, the NWS-PC model, a long-term runoff model, was used.…”
Section: Introductionmentioning
confidence: 99%