TY - JOUR
T1 - Sloping beach with wave breaking and moving shoreline on Romanian Black Sea coast
AU - Panaitescu, F. V.
AU - Panaitescu, M.
AU - Anton, I. A.
N1 - Publisher Copyright:
© Published under licence by IOP Publishing Ltd.
PY - 2016/8/23
Y1 - 2016/8/23
N2 - Purpose of the work: wave breaking and wave run-up on a gently sloping plane beach from Romanian Black Sea Coast. That coast has a length of 244 km and an almost linear configuration with the exception of build-up areas. The paper concentrates on shoaling of regular waves and spilling type of wave breaking running with a simulation on software MIKE 21. Research and methodology: the paper contents the measurements for spilling and plunging type of breakers on a plane sloping beach with a slope of 1/45 starting in depth of 0.23 m to 0.46 m. A moving shoreline is included in the simulations. With respect to the parameters of the breaker model the standard values are applied. An explicit filter is introduced near the still water shoreline to remove short-wave instabilities and to dissipate the wave energy in the model. Results: the obtained values indicate the wave breaking and wave run-up processes, the spatial variation of a number of phase-averaged quantities and the shoreline motion converted intro a vertical and a horizontal displacement.
AB - Purpose of the work: wave breaking and wave run-up on a gently sloping plane beach from Romanian Black Sea Coast. That coast has a length of 244 km and an almost linear configuration with the exception of build-up areas. The paper concentrates on shoaling of regular waves and spilling type of wave breaking running with a simulation on software MIKE 21. Research and methodology: the paper contents the measurements for spilling and plunging type of breakers on a plane sloping beach with a slope of 1/45 starting in depth of 0.23 m to 0.46 m. A moving shoreline is included in the simulations. With respect to the parameters of the breaker model the standard values are applied. An explicit filter is introduced near the still water shoreline to remove short-wave instabilities and to dissipate the wave energy in the model. Results: the obtained values indicate the wave breaking and wave run-up processes, the spatial variation of a number of phase-averaged quantities and the shoreline motion converted intro a vertical and a horizontal displacement.
UR - http://www.scopus.com/inward/record.url?scp=84991266206&partnerID=8YFLogxK
U2 - 10.1088/1757-899X/145/8/082012
DO - 10.1088/1757-899X/145/8/082012
M3 - Conference article
AN - SCOPUS:84991266206
SN - 1757-8981
VL - 145
JO - IOP Conference Series: Materials Science and Engineering
JF - IOP Conference Series: Materials Science and Engineering
IS - 8
M1 - 082012
T2 - 4th International Conference on Modern Technologies in Industrial Engineering, ModTech 2016
Y2 - 15 June 2016 through 18 June 2016
ER -