Role of bed elevation discordance at 90 degrees straight-channel confluences
Apstrakt
This paper aims at studying the role of difference in bed elevations between the tributary and main canals (Delta z(T)) in 90 degrees confluence under different hydrologic/hydraulic conditions. To do this, 3D finite-volume model is used. Four Delta z(T)/ h(d) values in the range [0.0, 0.5] (where h(d) stands for the flow depth in the main canal at the confluence) and three values of the discharge ratio D-R = Q(MR)/Q(tot) ={0.250, 0.583, 0.750} are considered. It is found that the: 1) increase in Delta z(T) attenuates 3D flow at the confluence and enhances 3D flow in the post-confluence canal, 2) enhanced 3D flow affects the existence, size and position of the recirculation zone (RZ), 3) size of the RZ reduces as Delta z(T) increases, 4) maximal shear is attained in the upper layers when Delta z(T) gt 0 and 5) zone of tau(0,max) reduces and moves to the downstream junction corner as Delta z(T) increases.
Izvor:
River Flow 2012, Vols 1 and 2, 2012, 1153-1160Institucija/grupa
GraFarTY - CONF AU - Đorđević, Dejana PY - 2012 UR - https://grafar.grf.bg.ac.rs/handle/123456789/423 AB - This paper aims at studying the role of difference in bed elevations between the tributary and main canals (Delta z(T)) in 90 degrees confluence under different hydrologic/hydraulic conditions. To do this, 3D finite-volume model is used. Four Delta z(T)/ h(d) values in the range [0.0, 0.5] (where h(d) stands for the flow depth in the main canal at the confluence) and three values of the discharge ratio D-R = Q(MR)/Q(tot) ={0.250, 0.583, 0.750} are considered. It is found that the: 1) increase in Delta z(T) attenuates 3D flow at the confluence and enhances 3D flow in the post-confluence canal, 2) enhanced 3D flow affects the existence, size and position of the recirculation zone (RZ), 3) size of the RZ reduces as Delta z(T) increases, 4) maximal shear is attained in the upper layers when Delta z(T) gt 0 and 5) zone of tau(0,max) reduces and moves to the downstream junction corner as Delta z(T) increases. C3 - River Flow 2012, Vols 1 and 2 T1 - Role of bed elevation discordance at 90 degrees straight-channel confluences EP - 1160 SP - 1153 UR - https://hdl.handle.net/21.15107/rcub_grafar_423 ER -
@conference{ author = "Đorđević, Dejana", year = "2012", abstract = "This paper aims at studying the role of difference in bed elevations between the tributary and main canals (Delta z(T)) in 90 degrees confluence under different hydrologic/hydraulic conditions. To do this, 3D finite-volume model is used. Four Delta z(T)/ h(d) values in the range [0.0, 0.5] (where h(d) stands for the flow depth in the main canal at the confluence) and three values of the discharge ratio D-R = Q(MR)/Q(tot) ={0.250, 0.583, 0.750} are considered. It is found that the: 1) increase in Delta z(T) attenuates 3D flow at the confluence and enhances 3D flow in the post-confluence canal, 2) enhanced 3D flow affects the existence, size and position of the recirculation zone (RZ), 3) size of the RZ reduces as Delta z(T) increases, 4) maximal shear is attained in the upper layers when Delta z(T) gt 0 and 5) zone of tau(0,max) reduces and moves to the downstream junction corner as Delta z(T) increases.", journal = "River Flow 2012, Vols 1 and 2", title = "Role of bed elevation discordance at 90 degrees straight-channel confluences", pages = "1160-1153", url = "https://hdl.handle.net/21.15107/rcub_grafar_423" }
Đorđević, D.. (2012). Role of bed elevation discordance at 90 degrees straight-channel confluences. in River Flow 2012, Vols 1 and 2, 1153-1160. https://hdl.handle.net/21.15107/rcub_grafar_423
Đorđević D. Role of bed elevation discordance at 90 degrees straight-channel confluences. in River Flow 2012, Vols 1 and 2. 2012;:1153-1160. https://hdl.handle.net/21.15107/rcub_grafar_423 .
Đorđević, Dejana, "Role of bed elevation discordance at 90 degrees straight-channel confluences" in River Flow 2012, Vols 1 and 2 (2012):1153-1160, https://hdl.handle.net/21.15107/rcub_grafar_423 .