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Turbulence structure in vegetation flow
Turbulence measurement for wind-induced wave
PIV measurement of meandering
river
Floating motion of car in flood
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‘‘@Urban
flooding |
It is very important to clarify car behaviors
in flooding. We study the critical incipient condition and the
subsequent floating motion experimentally, using small-scale model
cars. We also study the underground inundation in urban area and the
evacuation problems when it occurs.
(Publications) 1. Toda,K.: Urban Flooding
and Measures, Journal of Disaster Research, Vol.2, No.3, pp.143-152,
2007. 2. Toda,K., Ishigaki, T., Baba, Y. and Ozaki, T.:
Educational activities for urban flood damage reduction using unique
facilities, Floods: From Risk to Opportunity (IAHS Pub.357),
pp.135-142, 2013. 3. Takebayashi, H., Toda, K., Nakagawa, H. and
Zhang, H.: Field and Interview Surveys of the Flood of 2011,
Thailand, Journal of Disaster Research, Vol.8, No.3, pp.386-396,
2013. |
‘‘@Interaction between flow
resistance and aquatic plant motion |
In actual rivers, many
aquatic plants are often observed and they have significance effects
on hydrodynamic properties. The study of its interaction
with flow environment is important for the determination of the
discharge capacity and ecological condition of the water. We examine
the interaction between turbulence structure and coherent waving
motion in submerged canopy flows with flexible plant models by a
combination of PIV and PTV.
(Publications) 1. Okamoto,
T. and Nezu, I.: Spatial evolution of coherent motions in
finite-length vegetation patch flow, Environmental Fluid
Mechanics, Vol.13 (5), pp.417-434, 2013. 2. Nezu, I. and
Okamoto, T: Hydraulics of Vegetated Canopies, Hand book of
Environmental Fluid Dynamics, Taylor & Francis Books,
Vol.1, pp.285-309, 2012. 3. Okamoto, T. and Nezu, I.: Turbulence
structure and gMonamiff phenomena in flexible vegetated open-channel
flows, J. of Hydraulic Res., Vol.47, pp.798-810,
2009. 4. Nezu, I. and Sanjou, M.: Turbulence structure and
coherent motion in vegetated open-channel flows, Journal of
Hydro-Environment Research, Vol.2, pp.62-90, 2008.
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‘‘@Turbulence Interaction
between Air and Water at Free Surface |
We study the air-water interfacial turbulence
and scalar transfer phenomena across the interface in
wind-induced open-channel flows. The goal of the study is to clarify
the air-water turbulent phenomena and to evaluate the turbulent
scalar transport with good accuracy by means of experimental
approaches and the proposed numerical
procedure.
(Publications) 1.
Sanjou, M., Nezu, I. and Toda, A.: PIV studies on turbulence
structure in air/water interface with wind-induced water waves,
Journal of Energy and Power Engineering, David Pub., Vol.5,
pp.1063-1067, 2011. 2. Sanjou, M. and Nezu, I.: Turbulent
structure and coherent vortices in open-channel flows with
wind-induced water waves, Environmental Fluid Mechanics,
Vol.11, No.2, pp.113-131.2011. |
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‘‘@Hydrodynamic
Characteristics in Open-Channel Flows with Side
Cavities |
gWandh has been noticed as one of
environmental hydraulic structures in actual rivers. Wand means a
side-cavity in rivers, which is made by set groins in rivers bank.
In and around Wand, variable aquatic eco-systems are formed. We have
been carrying out the turbulent measurements and analyzing flow
properties in such Wand regions.
(Publications) 1. Sanjou, M. and Nezu, I.:
Hydrodynamic characteristics and related mass transfer properties in
open-channel flows within a rectangular shaped embayment zone,
Environmental Fluid Mechanics,will appear,
2013. 2.Sanjou, M., Akimoto, T. and Okamoto, T.:
Three-dimensional turbulence structure of rectangular side-cavity
zone in open-channel stream, Int. J. of River Basin
Management, IAHR, Vol.10, No.4, pp.293-305, 2012. 3. Sanjou,
M., Nezu, I. Suzuki, S. and Itai. K.: Turbulence structure of
compound open-channel flows with one-line emergent vegetation,
Journal of Hydrodynamics, Ser.B, Vol.22, Issue5,
Sup.1,pp.577-581, 2010. 4. Sanjou, M. and Nezu, I.: Turbulence
structure and coherent motion in meandering compound open-channel
flows, Journal of Hydraulic Research, Vol.47, No.5,
pp.598-610, 2009.
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