Smoothed particle hydrodynamics hybrid model of ice-jam formation and release

被引:9
|
作者
Nolin, Simon [1 ]
Roubtsova, Varvara [1 ]
Morse, Brian [1 ]
Quach, Tung [2 ]
机构
[1] Univ Laval, Dept Civil Engn, Quebec City, PQ G1K 7P4, Canada
[2] HydroQuebec, Montreal, PQ H2L 4P5, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
river ice; ice jam; finite-difference model; Saint-Venant equations; Saint John River; internal angle of friction; DYNAMICS;
D O I
10.1139/L09-051
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This article presents a numerical public domain model, SPIKI, to simulate water and ice dynamics during ice-jam formation and river breakup events. The model has two independent coupled components. The first is a one-dimensional (1-D) finite volume Saint-Venant hydrodynamic model, whereas the second is a two-dimensional (2-D) model called smoothed particle hydrodynamics (SPH) ice-rubble model that simulates ice dynamics. Application to an idealized test case demonstrated the effect of a variable angle of internal friction and the effect of ice-bank friction during the formation of an ice jam. Application to an actual event on the Saint John River in New Brunswick, Canada reproduced, within the certainty of the observed data, an observed ice-jam profile and the rise in water level and discharge after the release of the jam.
引用
收藏
页码:1133 / 1143
页数:11
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