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17th International Symposium on Ice<br />
Saint Petersburg, Russia, 21 - 25 June 2004<br />
International Association of Hydraulic Engineering and Research<br />
TWO-DIMENSIONAL MODEL OF RIVER-ICE PROCESSES<br />
USING BOUNDARY-FITTED COORDINATE<br />
Mao Zeyu 1 , Zhang Lei 1 , Yue Guangxi 2<br />
ABSTRACT<br />
River ice is natural phenomena in the northern of China under specific conditions of<br />
meteorology, geomorphology and hydraulics. The ice-related problems often makes the<br />
function and management of structures or channels very difficult. In this paper a twodimensional<br />
river-ice numerical model under boundary-fitted coordinate is developed to<br />
accurately simulate complicated boundary condition. The numerical model consists of<br />
hydraulics model, flow temperature model, frazil-ice distribution model, and ice<br />
transportation under ice cover. MacCormack scheme is used to solve the equations. The<br />
model is validated with field data on the Hequ Section of Yellow River.<br />
INTRODUCTION<br />
The river-ice evolution is influenced by river hydraulics, thermodynamics,<br />
geomorphology and freezing, etc (Mao and Wu etal., 2002). Characteristic of flow in<br />
natural rivers are more complicated compared to that in straight channel, especially in<br />
meandering river. The one-dimensional model is only applicable for straight channel. It<br />
is well known that hydraulic conditions affect significantly ice condition, and the<br />
meander of river makes it impossible to use rectangular Cartesian coordinates to deal<br />
with complex geometric boundaries accurately. Boundary-fitted-coordinate (BFC in<br />
shortened form) is a kind of curvilinear coordinate, and can represent accurately the<br />
actual boundary. By means of BFC, the solution can be conducted on the fixed<br />
rectangular perpendicular grids, Fig.1. In this paper, two-dimensional numerical model<br />
of river-ice using BFC is developed, including models of river hydraulics, ice transport,<br />
thermal and freezing. The basic procedure is illustrated in Fig.2.<br />
1 Supported by Tsinghua <strong>University</strong> Research Foundation (No. JC2002006). Department of Hydraulic Engineering,<br />
Tsinghua <strong>University</strong>, Beijing 100084, China; E-mail address:maozeyu@tsinghua.edu.cn<br />
2 Department of Thermal Engineering, Tsinghua <strong>University</strong>, Beijing 100084, China<br />
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