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書誌情報ファイル
Study of the Characteristics of the Flow around a Sequence of Non-Typically Shaped Spur Dikes Installed in a Fluvial Channel
  MANSOORI, Amir-Reza; NAKAGAWA, Hajime; KAWAIKE, Kenji; ZHANG, Hao; SAFARZADEH, Akbar (2012-09-30)
  京都大学防災研究所年報. B, 55(B): 453-458
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Numerical and Experimental Study on Debris-flow breaker
  Kim, Yeonjoong; NAKAGAWA, Hajime; KAWAIKE, Kenji; ZHANG, Hao (2012-09-30)
  京都大学防災研究所年報. B, 55(B): 471-481
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Laboratory Study of Bed Variation due to the Installation of Spur Dykes with Different Head Shapes
  MANSOORI, Amir Reza; NAKAGAWA, Hajime; KAWAIKE, Kenji; ZHANG, Hao (2013-09)
  京都大学防災研究所年報. B, 56(B): 497-501
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Analysis of Breach Characteristics and Equilibrium Scour Pattern for Overtopping Induced River Dyke Breach
  BHATTARAI, Pawan Kumar; NAKAGAWA, Hajime; KAWAIKE, Kenji; ZHANG, Hao (2015-06)
  京都大学防災研究所年報. B, 58(B): 386-401
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Experimental Study on Glacial Lake Outburst Floods Due to Waves Overtopping and Erosion of Moraine Dam
  AWAL, Ripendra; NAKAGAWA, Hajime; FUJITA, Masaharu; KAWAIKE, Kenji; BABA, Yasuyuki; ZHANG, Hao (2010-06-01)
  京都大学防災研究所年報. B, 53(B): 583-594
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Study on Characteristic Analysis of Closed-type Sabo Dam with a Flap due to Dynamic Force of Debris Flow
  KIM, Yeonjoong; NAKAGAWA, Hajime; KAWAIKE, Kenji; ZHANG, Hao (2013-09)
  京都大学防災研究所年報. B, 56(B): 503-522
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Experimental Study on Head Losses in the Sewer Pipe due to Manhole Shapes
  LEE, Seungsoo; NAKAGAWA, Hajime; KAWAIKE, Kenji; ZHANG, Hao (2013-09)
  京都大学防災研究所年報. B, 56(B): 523-530
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Influence of a Series of Sabo Dams on Debris Flow Deposition
  KIM, Namgyun; NAKAGAWA, Hajime; KAWAIKE, Kenji; ZHANG, Hao (2013-09)
  京都大学防災研究所年報. B, 56(B): 531-538
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Urban Inundation Simulation Incorporating Sewerage System without Structure Effect
  LEE, Seungsoo; NAKAGAWA, Hajime; KAWAIKE, Kenji; ZHANG, Hao (2014-06)
  京都大学防災研究所年報. B, 57(B): 407-414
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Experimental Study on the Discharge Coefficient for Side Weir with Pressurized Flow in Circular Channel
  KO, Dongwoo; NAKAGAWA, Hajime; KAWAIKE, Kenji; ZHANG, Hao (2014-06)
  京都大学防災研究所年報. B, 57(B): 425-431
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