scholarly journals Laboratory Study of Weir Height and Location Effect in a Main Channel on the Branching Channel Flow

2013 ◽  
Vol 21 (4) ◽  
pp. 38-45
Author(s):  
Safiya Usama Ahmed Al-Neelah ◽  
Moayad Sa ◽  
ad Allah Khaleel
2015 ◽  
Vol 41 (1) ◽  
pp. 63 ◽  
Author(s):  
K. Becker ◽  
O. Gronz ◽  
S. Wirtz ◽  
M. Seeger ◽  
C. Brings ◽  
...  

2014 ◽  
Vol 12 (4) ◽  
pp. 295-304 ◽  
Author(s):  
Giuseppe Maradei ◽  
Paolo Veltri ◽  
Attilio Fiorini Morosini ◽  
Biancamaria Verbeni

2012 ◽  
Vol 204-208 ◽  
pp. 2369-2373
Author(s):  
Jia Rui Li ◽  
Die Shuang Yu

A hydrodynamic model of Shijiu port and its adjacent sea area was built to discuss the effect of western the fourth phase project on the flow condition for Shijiu port area. The results show that with the sheltering effect of breakwaters, flow velocity values are small inside the breakwaters. The water area near the project is affected more by the project construction. The flow velocities there are faster after the project construction than before it. In the main channel, flow velocities outside the breakwaters almost have no difference before and after the project. The project construction doesn’t have significant effect on it.


2018 ◽  
Vol 144 (1) ◽  
pp. 04017038 ◽  
Author(s):  
Yi Pan ◽  
Yongping Chen ◽  
Tongxin Zhang ◽  
Yuzhi Hu ◽  
Shuo Yin ◽  
...  

1995 ◽  
Vol 21 (11) ◽  
pp. 1109-1120 ◽  
Author(s):  
Raafat G. Saadé ◽  
Amruthur ◽  
S. Ramamurthy ◽  
Michael S. Troitsky

2021 ◽  
Vol 3 (7) ◽  
Author(s):  
João N. Fernandes

AbstractOverbank flows occur in alluvial valleys during flood events when the conveyance of main channel of rivers is exceeded. Once floodplains are inundated and the so-called compound channel flow is observed, the faster flow in the main channel interacts with the slower flow in the floodplain featuring a much more pronounced 3D flow structure compared to single channel flow. These flow mechanisms comprise a shear layer near the interface, lateral momentum transfer and strong secondary currents due to the non-isotropic turbulence. This paper starts by giving an overview of the main flow mechanisms in compound channels pointing out the importance of taking into account the apparent shear stress generated between the main channel and the floodplain flows due to the interaction of these flows. A new simple model was developed to include the apparent shear stress concept as a correction of the Manning roughness coefficient of main channel and floodplains. The proposed method for predicting stage–discharge relationships was calibrated and validated by experimental data from several compound channel facilities. A significant improvement in prediction of the compound channel conveyance in comparison with the traditional methods was achieved.


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