The effect of skewness on bridge backwater prediction

Canadian Journal of Civil Engineering

Volumn 34, Issue 10, 2007, Pages 1371-1374

  Seckin, Galip ^a  

^a CUKUROVA UNIVERSITY   (Turkey)

Author keywords

Backwater; Bridge piers; Compound channel flow; Flood control; Skewed crossing

Indexed keywords

BRIDGE PIERS; FLOOD CONTROL; MATHEMATICAL MODELS; OPEN CHANNEL FLOW; STRUCTURAL DESIGN;

BACKWATER; COMPOUND-CHANNEL FLOW; QUADRATIC EQUATION; SKEWNESS;

BRIDGES;

BRIDGE PIERS; BRIDGES; FLOOD CONTROL; MATHEMATICAL MODELS; OPEN CHANNEL FLOW; STRUCTURAL DESIGN;

BACKWATER; BRIDGE; CHANNEL FLOW; FLUME EXPERIMENT; MODELING; PREDICTION; SKEWNESS;

EID: 38049084842     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/L07-053     Document Type: Article

References (4)

1. Biery, P.F., and Delleur, J.W. 1962. Hydraulics of single span arch bridge constructions. Journal of the Hydraulics Division, ASCE, 88(HY2): 75-108.
2. Seckin, G. 2004a. A simple formula for estimating backwater at bridge constrictions. Canadian Journal of Civil Engineering, 31(4): 561-568.
3. Seckin, G. 2004b. A comparison of one-dimensional methods for estimating discharge capacity of straight compound channels. Canadian Journal of Civil Engineering, 31(4): 619-631.
4. Seckin, G., and Atabay, S. 2005. Experimental backwater analysis around bridge waterways. Canadian Journal of Civil Engineering, 32(6): 1015-1029.