Interactions of Morphology Change and Wave and Current Fields around a River Mouth under Severe Flood

2008 ◽  
Vol 55 ◽  
pp. 6-10 ◽  
Author(s):  
Yoshimitsu TAJIMA ◽  
Haijiang LIU ◽  
Yuya SASAKI ◽  
Shinji SATO
2011 ◽  
Vol 67 (2) ◽  
pp. I_1045-I_1050
Author(s):  
Yoshimitsu TAJIMA ◽  
Yuichi TANJI ◽  
Kenichi MIYAKE ◽  
Hiroyuki KATO ◽  
Akiyoshi NAKAYAMA

Author(s):  
Hitoshi Tanaka ◽  
Kazuo Ishino ◽  
Bandara Nawarathna ◽  
Hajime Nakagawa ◽  
Shinichiro Yano

Water ◽  
2022 ◽  
Vol 14 (1) ◽  
pp. 112
Author(s):  
Sérgio Lousada ◽  
Leonardo Gonçalves ◽  
Alper Atmaca

This study aims to examine the flood propensity of the main watercourse of São Vicente drainage basin and, if relevant, to propose two methodologies to alleviate the impacts, i.e., detention basin sizing and riverbed roughness coefficient adjustment. Geomorphological data were obtained from the watershed characterization process and used through the SIG ArcGIS software for the flood propensity assessment and then for the calculation of the expected peak flow rate for a return period of 100 years through the Gumbel Distribution. Subsequently, the drainage capacity of the river mouth was verified using the Manning-Strickler equation, in order to establish whether the river mouth of the watershed has the capacity to drain the entire volume of rainwater in a severe flood event. In summary, it was possible to conclude that São Vicente’s watershed river mouth is not able to completely drain the rain flow for the established return period. Thus, its drainage capacity was guaranteed by modifying the walls and streambed roughness coefficient and by sizing the detention basin using the Dutch and the Simplified Triangular Hydrograph methods.


2016 ◽  
Vol 72 (2) ◽  
pp. I_892-I_897
Author(s):  
Hitoshi TANAKA ◽  
Vo Cong HOANG ◽  
Tran Minh THANH ◽  
Nguyen Trong HIEP ◽  
Nguyen Trung VIET

Author(s):  
Ryutaro HIRAO ◽  
Hitoshi TANAKA ◽  
Makoto UMEDA ◽  
Tinh NGUYEN XUAN ◽  
Eko PRADJOKO ◽  
...  

Author(s):  
Yoshimitsu TAJIMA ◽  
Madoka OKAZAKI ◽  
Haijiang LIU ◽  
Tomohiro TAKAGAWA ◽  
Shinji SATO

2021 ◽  
Vol 9 (3) ◽  
pp. 265
Author(s):  
Nguyen Trong Hiep ◽  
Hitoshi Tanaka ◽  
Nguyen Xuan Tinh

The Nobiru Coast is situated on the southwest of the Ishinomaki Bay. The 2011 Great East Japan Tsunami severely devastated the Nobiru Coast and the adjacent Naruse River mouth. In this study, an investigation was conducted based on the available historic maps and images combined with in situ surveys that revealed the century-to-decade morphology change and sediment budget alteration in the Nobiru Coast. During the past two centuries, the longshore transport on the northeast coast and sediment supply from the Naruse River were the principal sediment supply onto the Nobiru Coast and the estimated annual net sediment input into the coast was 87,000 m3/y. Until several decades ago, the construction of the Ishinomaki Port and the erosion preventing constructions (breakwaters, headlands) along the Ohmagari Coast on the northeast areas caused a dramatic reduction of longshore transport to the Nobiru Coast. Hence, the net sediment input fell to 46,000 m3/y. After the tsunami, the sediment input was further reduced to 29,000 m3/y and this loss was closely related to the intruded sediment into the Naruse River. The outcomes of this study are highly valuable for the government authorities to manage the long-term coastal and riverine morphological changes after the 2011 tsunami.


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