Computational modeling of flow over an ogee spillway

被引:42
作者
Chatila, J [1 ]
Tabbara, M [1 ]
机构
[1] Lebanese Amer Univ, Dept Civil Engn, Sch Engn & Architecture, Byblos, Lebanon
关键词
ogee-spillway; numerical; experimental; modeling; free surface; finite element; turbulent flow;
D O I
10.1016/j.compstruc.2004.04.007
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper presents an investigation into the hydraulics of regular ogee-profile spillways. The free-surfaces of the fluid for several flow heads as measured in the hydraulics laboratory are used as benchmarks. The finite element computational fluid dynamics software, ADINA, was used to predict the free surface over an ogee spillway and thus model the flow field. Since the actual flow is turbulent the k-epsilon flow model was used. For the cases considered in this paper, ADINA predicted reasonable free surface results that are consistent with general flow characteristics over spillways. The results are also in close agreement with measured free-surface profiles over the entire length of the spillway. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1805 / 1812
页数:8
相关论文
共 29 条
[1]  
*ADINA R D INC, 2002, THEOR MOD GUID, V3
[2]  
[Anonymous], DES SMALL DAMS
[3]  
Assy TM, 2001, J HYDRAUL RES, V39, P241
[4]  
BURGISSER MF, 1999, P 28 IAHR C TECHN U
[5]  
Cassidy J. J., 1965, J ENG MECH DIV ASCE, V91, P155
[6]   Advances in calculation methods for supercritical flow in spillway channels [J].
Causon, DM ;
Mingham, CG ;
Ingram, DR .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1999, 125 (10) :1039-1050
[7]   Characteristics of skimming flow over stepped spillways [J].
Chamani, MR ;
Rajaratnam, N .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1999, 125 (04) :361-368
[8]  
CHATILA JG, IN PRESS CAN WATER R
[9]  
Chow V.T., 1959, OPEN CHANNEL HYDRAUL, P365
[10]   CHUTE SPILLWAY DESIGN CALCULATIONS [J].
ELLIS, J ;
PENDER, G .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1982, 73 (JUN) :299-312