TY - JOUR
T1 - FLOW AND BED SHEAR MAGNIFICATION DOWNSTREAM OF A BARRAGE WITH SWIRL GENERATED IN DUCTS BY STATORS AND ROTORS
AU - Jeffcoate, Penny
AU - Stansby, Peter
AU - Apsley, David
PY - 2016
Y1 - 2016
N2 - In this paper, the flow and bed shear stresses downstream of a tidal barrage, with open ducts and with swirl created by stators and rotors, are investigated experimentally. The wake created by open ducts is significantly three-dimensional within 20-duct diameters (20D20D) from the barrage. Within 20D20D of the barrage, the duct blockage and swirl also affect flow patterns and bed shear stress. Swirl affects jet mixing and local downstream circulation within 5-duct diameters (5D5D), resulting in large-scale cross-stream circulation further downstream. After 20D20D, the flow becomes predominantly parallel and depth averaging would be appropriate. Bed shear stress just downstream of the barrage is magnified by up to 3, 7, and 12 times, respectively, for open ducts, stators alone, and rotors plus stators. This has major implications for sediment motion and scour. - See more at: http://ascelibrary.org/doi/abs/10.1061/(ASCE)HY.1943-7900.0001228#sthash.zsnbKeB7.dpuf
AB - In this paper, the flow and bed shear stresses downstream of a tidal barrage, with open ducts and with swirl created by stators and rotors, are investigated experimentally. The wake created by open ducts is significantly three-dimensional within 20-duct diameters (20D20D) from the barrage. Within 20D20D of the barrage, the duct blockage and swirl also affect flow patterns and bed shear stress. Swirl affects jet mixing and local downstream circulation within 5-duct diameters (5D5D), resulting in large-scale cross-stream circulation further downstream. After 20D20D, the flow becomes predominantly parallel and depth averaging would be appropriate. Bed shear stress just downstream of the barrage is magnified by up to 3, 7, and 12 times, respectively, for open ducts, stators alone, and rotors plus stators. This has major implications for sediment motion and scour. - See more at: http://ascelibrary.org/doi/abs/10.1061/(ASCE)HY.1943-7900.0001228#sthash.zsnbKeB7.dpuf
U2 - 10.1061/(ASCE)HY.1943-7900.0001228#sthash.XC9XDUKy.dpuf
DO - 10.1061/(ASCE)HY.1943-7900.0001228#sthash.XC9XDUKy.dpuf
M3 - Article
SN - 0733-9429
JO - Journal of Hydraulic Engineering
JF - Journal of Hydraulic Engineering
ER -