Experimental Investigation of Scouring Around Inclined Bridge Piers



Experimental investigation of scouring around inclined bridge piers
Yıldız, Osman; Bozkuş, Zafer; Department of Civil Engineering (2001)
Experimental investigation of local scour around inclined dual bridge piers
Çeşme, Murat; Bozkuş, Zafer; Department of Civil Engineering (2005)
For a bridge engineer, it is very important to estimate the maximum scour depth around the piers as accurately as possible, in order to design the footing safely. Many experimental studies have been performed by several investigators until now, in order to obtain information about scouring mechanism. The aim of this experimental study is to examine the effect of inclination of the dual bridge piers on scour depth. The experiments have been conducted with dual pier models under clear-water conditions, for va...
Experimental investigation of hydroforming of dishwasher parts
Akın, Tolga; Gökler, Mustafa İlhan; Department of Mechanical Engineering (1997)
Experimental investigation on sharp crested rectangular weirs
Şişman, H. Çiğdem; Altan Sakarya, Ayşe Burcu; Department of Civil Engineering (2009)
Sharp crested rectangular weirs used for discharge measurement purposes in open channel hydraulics are investigated experimentally. A series of experiments were conducted by measuring discharge and head over the weir for different weir heights for full width weir. It is seen that after a certain weir height, head and discharge relation does not change. Hence a constant weir height is determined. For that height; discharge and head over the weir are measured for variable weir width, starting from the full wi...
Experimental Investigation of Cuttings Transport in Horizontal Wells Using Aerated Drilling Fluids
Gül, Sercan; Kuru, Ergün; Parlaktuna, Mahmut (null; 2017-11-16)
Citation Formats
Z. Bozkuş, “Experimental Investigation of Scouring Around Inclined Bridge Piers,” 2001, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/78723.