Three-dimensional water-quality simulation for river based on VOF method

2016 ◽  
Vol 22 (5) ◽  
pp. 426-433 ◽  
Author(s):  
Xuefei Ao ◽  
Xiaoling Wang ◽  
Mingrui Song ◽  
Shaohui Deng ◽  
Songmin Li
2019 ◽  
Vol 8 (1) ◽  
pp. 18 ◽  
Author(s):  
Mutao Huang ◽  
Yong Tian

Understanding the complex hydrodynamics and transport processes are of primary importance to alleviate and control the eutrophication problem in lakes. Numerical models are used to simulate these processes. However, it is often difficult to perform such a numerical modeling simulation for common users. This study presented an integrated graphic modeling system designed for three-dimensional hydrodynamic and water quality simulation in lakes. The system, called the Lake Modeling System (LMS), provides necessary functionalities streamlined for hydrodynamic modeling. The LMS provides a geographic information system (GIS)-based data processing framework to establish a model and provides capabilities for displaying model input and output information. The LMS also provides mapping and visualization tools to support the model development process. All of these features in a GIS-based framework makes the task of complex hydrodynamic and water quality modeling easier. The applicability of the LMS is demonstrated by a case study in Lake Donghu, which is a large urban lake in the middle reaches of the Yangtze River in China. The LMS was utilized to setup and calibrate a model for Lake Donghu. Then the model was used to study the effects of a water diversion project on the change in hydrodynamics and the water quality.


1991 ◽  
Vol 24 (6) ◽  
pp. 171-177 ◽  
Author(s):  
Zeng Fantang ◽  
Xu Zhencheng ◽  
Chen Xiancheng

A real-time mathematical model for three-dimensional tidal flow and water quality is presented in this paper. A control-volume-based difference method and a “power interpolation distribution” advocated by Patankar (1984) have been employed, and a concept of “separating the top-layer water” has been developed to solve the movable boundary problem. The model is unconditionally stable and convergent. Practical application of the model is illustrated by an example for the Pearl River Estuary.


1980 ◽  
Vol 14 (8) ◽  
pp. 1157-1168 ◽  
Author(s):  
M.S. Farrimond ◽  
J.A.R. Nelson

1973 ◽  
Vol 99 (1) ◽  
pp. 88-89
Author(s):  
George R. Grantham ◽  
John C. Schaake ◽  
Edwin E. Pyatt

CATENA ◽  
2018 ◽  
Vol 170 ◽  
pp. 283-289 ◽  
Author(s):  
I.M.H.R. Antunes ◽  
M.T.D. Albuquerque ◽  
S.F. Oliveira ◽  
G. Sánz

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