Articulo
Dimensionless Effective Flow Work For Estimation Of Pier Scour Caused By Flood Waves
Journal Of Hydraulic Engineering
Registro en:
1150997
1150997
Autor
Pizarro, Alonso
Ettmer, Bernd
Manfreda, Salvatore
Rojas, Alejandro
Link, Oscar
Institución
Resumen
The pier scour caused by flood waves is analyzed, introducing the dimensionless effective work by the flow on the sediment bed around the pier, W*. The three-parameter exponential function is adopted to relate the normalized scour depth Z* with W*. A nov Regular FONDECYT FONDECYT