BEND ICE JAMS - LABORATORY OBSERVATIONS

被引:17
作者
URROZ, GE [1 ]
ETTEMA, R [1 ]
机构
[1] UNIV IOWA, COLL ENGN, INST HYDRAUL RES, IOWA CITY, IA 52242 USA
关键词
ICE JAMS; RIVER ICE; RIVER BENDS;
D O I
10.1139/l92-097
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Presented herein are the results of laboratory experiments aimed at obtaining preliminary insights into characteristic features of ice jams in river bends. The experiments, which focused on jams comprising a continuum of ice pieces small compared to river width, were carried out using a curved flume and polypropylene beads to simulate ice pieces. They revealed that jam thickness was greatest along the inner bank, and especially in the lee, of a bend. In many respects, jam-thickness distribution was found to be analogous to alluvial bed topography. Additionally, flow in the jam-covered bend flume was found to develop a double helicoidal flow pattern which resembled mirror-image combinations of flow field associated with openwater flow in alluvial bends.
引用
收藏
页码:855 / 864
页数:10
相关论文
共 12 条
[1]  
Ashton G. D., 1986, RIVER LAKE ICE ENG
[2]  
BELATOS S, 1981, ICE FREEZE UP BREAK
[3]  
BURGI PH, 1971, RECERC7146 US BUR RE
[4]  
GARBRECHT G, 1982, 535 LEICHTW I WASS E
[5]   LAMINAR INCOMPRESSIBLE VISCOUS-FLOW IN CURVED DUCTS OF REGULAR CROSS-SECTIONS [J].
GHIA, KN ;
SOKHEY, JS .
JOURNAL OF FLUIDS ENGINEERING-TRANSACTIONS OF THE ASME, 1977, 99 (04) :640-648
[6]   TURBULENT-FLOW IN A SQUARE DUCT WITH STRONG CURVATURE [J].
HUMPHREY, JAC ;
WHITELAW, JH ;
YEE, G .
JOURNAL OF FLUID MECHANICS, 1981, 103 (FEB) :443-463
[7]  
JOHNSON RP, 1980, P ASCE HYDRAULICS DI, P431
[8]  
JOHNSON RW, 1984, THESIS U MANCHESTER
[9]  
ODGAARD AJ, 1982, ASCE J HYDRAULIC ENG, V108, P1268
[10]  
URROZAGUIREE G, 1988, THESIS U IOWA IOWA C