Numerical Model for Convective Flow in Meandering Channels with Various Sinuosities

2021 ◽  
Vol 147 (11) ◽  
pp. 04021042
Author(s):  
Hai-Tong Zhang ◽  
Wen-Hong Dai ◽  
Ana Maria Ferreira da Silva ◽  
Hong-Wu Tang
1994 ◽  
Vol 9 (01) ◽  
pp. 9-14
Author(s):  
W. van Vark ◽  
A.H.M. Paardekam ◽  
J.F. Brint ◽  
J.B. van Lieshout ◽  
P.M. George

2010 ◽  
Vol 58 (4) ◽  
pp. 221-232 ◽  
Author(s):  
Jana Valentová ◽  
Petr Valenta ◽  
Lenka Weyskrabová

Assessing the retention capacity of a floodplain using a 2D numerical modelThis paper presents a method for assessing the retention capacity of a floodplain in the course of flooding and for estimating the significance of its water storage for transforming a flood wave. The method is based on two-dimensional numerical modeling of the flood flow in a river channel and in the adjacent floodplains, and is suitable for cases when the morphology of the flooding area is variable and complex, e.g. broad inundation areas with meandering channels. The approach adopted here enables us to quantify the retention capacity for inundation areas of various characters and with various land uses, and provides a tool for estimating the efficiency of possible measures for increasing the water storage capacity of a floodplain. The retention capacity is estimated using an evaluation of a series of detailed flood flow modeling results; the flood wave transformation effect is predicted with the aim of creating a non-linear reservoir model. A parametric study of the floodplain retention capacity for the upper branch of the Lužnice River is presented here, and the results for the current state and for various hypothetical scenarios of changes in geometry and land use are evaluated and compared.


2010 ◽  
Vol 13 (3) ◽  
pp. 78-87
Author(s):  
Hoai Cong Huynh

The numerical model is developed consisting of a 1D flow model and the morphological model to simulate the erosion due to the water overtopping. The step method is applied to solve the water surface on the slope and the finite difference method of the modified Lax Scheme is applied for bed change equation. The Meyer-Peter and Muller formulae is used to determine the bed load transport rate. The model is calibrated and verified based on the data in experiment. It is found that the computed results and experiment data are good agreement.


2015 ◽  
Vol 35 ◽  
pp. 268-271
Author(s):  
Michele Saroli ◽  
Michele Lancia ◽  
Marco Petitta ◽  
Gabriele Scarascia Mugnozza

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