04.11.2014 Views

Session B.pdf - Clarkson University

Session B.pdf - Clarkson University

Session B.pdf - Clarkson University

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

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 />

184

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!