Comprehensive two-dimensional river ice model based on boundary-fitted coordinate transformation method

River ice is a natural phenomenon in cold regions, influenced by meteorology, geomorphology, and hydraulic conditions. River ice processes involve complex interactions between hydrodynamic, mechanical, and thermal processes, and they are also influenced by weather and hydrologic conditions. Because...

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Main Authors: Ze-yu Mao, Jing Yuan, Jun Bao, Xiao-fan Peng, Guo-qiang Tang
Format: Article
Language:English
Published: Elsevier 2014-01-01
Series:Water Science and Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1674237015302702
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spelling doaj-4b4a08cf808d40808aa6775076df50e12020-11-24T22:37:16ZengElsevierWater Science and Engineering1674-23702014-01-01719010510.3882/j.issn.1674-2370.2014.01.010Comprehensive two-dimensional river ice model based on boundary-fitted coordinate transformation methodZe-yu MaoJing YuanJun BaoXiao-fan PengGuo-qiang TangRiver ice is a natural phenomenon in cold regions, influenced by meteorology, geomorphology, and hydraulic conditions. River ice processes involve complex interactions between hydrodynamic, mechanical, and thermal processes, and they are also influenced by weather and hydrologic conditions. Because natural rivers are serpentine, with bends, narrows, and straight reaches, the commonly-used one-dimensional river ice models and two-dimensional models based on the rectangular Cartesian coordinates are incapable of simulating the physical phenomena accurately. In order to accurately simulate the complicated river geometry and overcome the difficulties of numerical simulation resulting from both complex boundaries and differences between length and width scales, a two-dimensional river ice numerical model based on a boundary-fitted coordinate transformation method was developed. The presented model considers the influence of the frazil ice accumulation under ice cover and the shape of the leading edge of ice cover during the freezing process. The model is capable of determining the velocity field, the distribution of water temperature, the concentration distribution of frazil ice, the transport of floating ice, the progression, stability, and thawing of ice cover, and the transport, accumulation, and erosion of ice under ice cover. A MacCormack scheme was used to solve the equations numerically. The model was validated with field observations from the Hequ Reach of the Yellow River. Comparison of simulation results with field data indicates that the model is capable of simulating the river ice process with high accuracy.http://www.sciencedirect.com/science/article/pii/S1674237015302702two-dimensional river ice numerical modelboundary-fitted coordinate technologyriver ice processfreeze-upMacCormack schemenatural river
collection DOAJ
language English
format Article
sources DOAJ
author Ze-yu Mao
Jing Yuan
Jun Bao
Xiao-fan Peng
Guo-qiang Tang
spellingShingle Ze-yu Mao
Jing Yuan
Jun Bao
Xiao-fan Peng
Guo-qiang Tang
Comprehensive two-dimensional river ice model based on boundary-fitted coordinate transformation method
Water Science and Engineering
two-dimensional river ice numerical model
boundary-fitted coordinate technology
river ice process
freeze-up
MacCormack scheme
natural river
author_facet Ze-yu Mao
Jing Yuan
Jun Bao
Xiao-fan Peng
Guo-qiang Tang
author_sort Ze-yu Mao
title Comprehensive two-dimensional river ice model based on boundary-fitted coordinate transformation method
title_short Comprehensive two-dimensional river ice model based on boundary-fitted coordinate transformation method
title_full Comprehensive two-dimensional river ice model based on boundary-fitted coordinate transformation method
title_fullStr Comprehensive two-dimensional river ice model based on boundary-fitted coordinate transformation method
title_full_unstemmed Comprehensive two-dimensional river ice model based on boundary-fitted coordinate transformation method
title_sort comprehensive two-dimensional river ice model based on boundary-fitted coordinate transformation method
publisher Elsevier
series Water Science and Engineering
issn 1674-2370
publishDate 2014-01-01
description River ice is a natural phenomenon in cold regions, influenced by meteorology, geomorphology, and hydraulic conditions. River ice processes involve complex interactions between hydrodynamic, mechanical, and thermal processes, and they are also influenced by weather and hydrologic conditions. Because natural rivers are serpentine, with bends, narrows, and straight reaches, the commonly-used one-dimensional river ice models and two-dimensional models based on the rectangular Cartesian coordinates are incapable of simulating the physical phenomena accurately. In order to accurately simulate the complicated river geometry and overcome the difficulties of numerical simulation resulting from both complex boundaries and differences between length and width scales, a two-dimensional river ice numerical model based on a boundary-fitted coordinate transformation method was developed. The presented model considers the influence of the frazil ice accumulation under ice cover and the shape of the leading edge of ice cover during the freezing process. The model is capable of determining the velocity field, the distribution of water temperature, the concentration distribution of frazil ice, the transport of floating ice, the progression, stability, and thawing of ice cover, and the transport, accumulation, and erosion of ice under ice cover. A MacCormack scheme was used to solve the equations numerically. The model was validated with field observations from the Hequ Reach of the Yellow River. Comparison of simulation results with field data indicates that the model is capable of simulating the river ice process with high accuracy.
topic two-dimensional river ice numerical model
boundary-fitted coordinate technology
river ice process
freeze-up
MacCormack scheme
natural river
url http://www.sciencedirect.com/science/article/pii/S1674237015302702
work_keys_str_mv AT zeyumao comprehensivetwodimensionalrivericemodelbasedonboundaryfittedcoordinatetransformationmethod
AT jingyuan comprehensivetwodimensionalrivericemodelbasedonboundaryfittedcoordinatetransformationmethod
AT junbao comprehensivetwodimensionalrivericemodelbasedonboundaryfittedcoordinatetransformationmethod
AT xiaofanpeng comprehensivetwodimensionalrivericemodelbasedonboundaryfittedcoordinatetransformationmethod
AT guoqiangtang comprehensivetwodimensionalrivericemodelbasedonboundaryfittedcoordinatetransformationmethod
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