Zobrazeno 1 - 10
of 83
pro vyhledávání: '"MURAMOTO, Yoshio"'
Autor:
ZHANG, Hao, NAKAGAWA, Hajime, MUTO, Yasunori, MURAMOTO, Yoshio, TOUCHI, Daizaburou, NANBU, Yasunori
Publikováno v:
京都大学防災研究所年報. B. 50:635-651
本研究では，河川再生事業で設置された水制工周辺の流れと河床変動に関して，移動床実験と数値シミュレーションを行った。1/65スケールの大規模模型水路を用いた水理実験では，局所
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::6a469d6d65b52a5477bb48fa76195688
http://hdl.handle.net/2433/73288
http://hdl.handle.net/2433/73288
Publikováno v:
京都大学防災研究所年報. B. 41(B-2):253-263
本研究では, 粘着性材料を有する河岸の侵食について基礎実験を行い, 粘性土の侵食特性を把握するとともに, 河岸の侵食過程を再現するための数値解析モデルの構築を行った。実験は,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::f85ca3df40ce3e7fc068e15ff165a7a1
http://hdl.handle.net/2433/80346
http://hdl.handle.net/2433/80346
Publikováno v:
京都大学防災研究所年報. B. 40(B-2):333-342
本研究は, 侵食性河岸を有する直線流路における交互砂州の発達から蛇行の発生に至る過程を対象とし, 実験および数値解析により, 砂州の発達と河岸侵食の関係について検討を行う。数
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::7b40d0b48f0ee3108ab29f64a8b7ea84
http://hdl.handle.net/2433/80273
http://hdl.handle.net/2433/80273
Publikováno v:
京都大学防災研究所年報. B. 40(B-2):425-432
本研究は, 洪水時に地下河川や下水道網などの地下水路系で生じる基本的な過渡水理現象を予浸けるための数値解析モデルについて考察したものである.地下河川については, 空の地下測lI
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::dc1ff3c4c89b9e679e424b276aa9ed80
http://hdl.handle.net/2433/80265
http://hdl.handle.net/2433/80265
Publikováno v:
京都大学防災研究所年報. B. 39(B-2):429-444
In compound open channel flow, it is important to clarify the characteristics of the large scale horizontal vortices which occur at the interface between the main channel and the flood plain due to the shear instability. The momentum transport in the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::26e9731218d72b1c1ba78e072643e8f5
http://hdl.handle.net/2433/72677
http://hdl.handle.net/2433/72677
Publikováno v:
京都大学防災研究所年報. B. 39(B-2):415-428
This paper deals with the numerical analysis of channel processes resulted from bank erosion. In order to analyze the channel processes, it is necessary to develop a numerical model which is available to calculate unsteady open channel flow in a chan
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::af5f96c530a2094eba98fe41ddb87c4b
http://hdl.handle.net/2433/72678
http://hdl.handle.net/2433/72678
Publikováno v:
京都大学防災研究所年報. B. 38(B-2):407-422
Field and laboratory studies on the interaction between water temperature and turbidity in lakes are presented. In Lake Biwa, during the summer of 1993-1994, curious variations of water temperature were measured in a layer of thermocline under the in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::95bc516fb67d19a76ddbc36a47221188
http://hdl.handle.net/2433/72611
http://hdl.handle.net/2433/72611
Publikováno v:
京都大学防災研究所年報. B. 38(B-2):517-527
The side discharge into a river have an important effect on the main flow structure, the river bed configuration and the local scour near the opposite bank. The fundamental characteristics of open channel flows with a side discharge is investigated b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::156b9277089595cdb588a1aadfff7f36
http://hdl.handle.net/2433/72604
http://hdl.handle.net/2433/72604
Publikováno v:
Bulletin of the Disaster Prevention Research Institute. 44(2):69-92
River embankment failure and floodplain sedimentation are common and frequent natural disasters in alluvial rivers. In Bangladesh, for instance, every year hundreds of embankments are damaged by flood water resulting in crop damage due to inundation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::a0c7c02a44cd4647d012e3a6de46f287
http://hdl.handle.net/2433/125001
http://hdl.handle.net/2433/125001
Publikováno v:
京都大学防災研究所年報. B. 37(B-2):421-440
The Meghna river, one of Bangladesh's major rivers, flows through the easter part of that country, eroding its banks at many points, and this erosion has been assumed an alarming magunitude since the enormous floods of 1987 and 1988.This paper descri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::e2950cb1f4583833021a4ce9af6b1f76
http://hdl.handle.net/2433/72542
http://hdl.handle.net/2433/72542