TY - GEN
T1 - A prediction for sand bar formation at the mouth of takase flood diversion channel, Japan
AU - Tu, Nguyen Trong
AU - Tanaka, Hitoshi
PY - 2010/1/1
Y1 - 2010/1/1
N2 - Takase Flood Diversion Channel is usually closed by a sluice gate to retain freshwater creating domestic water sources, and to prevent saltwater intrusion to the lake, at the end of the channel. Closed time of the sluice gate creates a good condition for sand bar formation at the channel entrance under the action of waves. Basing on the conditions of waves and water depth at the entrance of the Takase Flood Diversion Channel as well as combination with the classification of sand bar formation in the previous researches (Nguyen (2005), (2006) and Tanaka (2005)), a demarcation between emergence and submergence of sand bar formation was proposed via the dimensionless water depth at the mouth. This paper shows that emerged sand bar forms certainly at the channel entrance in the winter with a present river mouth depth. In order to limit influences of sand bar on the operation of the channel entrance, water depth at the entrance should be larger as a result sand bar forming under the water level, when sluice gate is opened, the flow in the channel could flush the bar easily.
AB - Takase Flood Diversion Channel is usually closed by a sluice gate to retain freshwater creating domestic water sources, and to prevent saltwater intrusion to the lake, at the end of the channel. Closed time of the sluice gate creates a good condition for sand bar formation at the channel entrance under the action of waves. Basing on the conditions of waves and water depth at the entrance of the Takase Flood Diversion Channel as well as combination with the classification of sand bar formation in the previous researches (Nguyen (2005), (2006) and Tanaka (2005)), a demarcation between emergence and submergence of sand bar formation was proposed via the dimensionless water depth at the mouth. This paper shows that emerged sand bar forms certainly at the channel entrance in the winter with a present river mouth depth. In order to limit influences of sand bar on the operation of the channel entrance, water depth at the entrance should be larger as a result sand bar forming under the water level, when sluice gate is opened, the flow in the channel could flush the bar easily.
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M3 - Conference contribution
AN - SCOPUS:84903721568
SN - 9814287970
SN - 9789814287975
T3 - Proceedings of the 5th International Conference on Asian and Pacific Coasts, APAC 2009
SP - 45
EP - 51
BT - Proceedings of the 5th International Conference on Asian and Pacific Coasts, APAC 2009
PB - World Scientific Publishing Co. Pte Ltd
T2 - 5th International Conference on Asian and Pacific Coasts, APAC 2009
Y2 - 13 October 2009 through 16 October 2009
ER -