Structure of Turbulent Flow in a Shallow Tidal EstuarySource: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 004Author:Kiyosi Kawanisi
DOI: 10.1061/(ASCE)0733-9429(2004)130:4(360)Publisher: American Society of Civil Engineers
Abstract: A high-resolution current profiler (HRCP), which belongs to a pulse-to-pulse coherent Doppler sonar, has been used to measure vertical profiles of turbulence parameters, such as the Reynolds stresses, eddy viscosity, production and dissipation rates, etc., and to test the parametrization of dissipation rate and eddy viscosity. The HRCP and automatic ascending/descending CTD are deployed during the autumn of 2001 for 24 h in a tidal estuary. Reliable velocities along the beams with HRCP are collected with 3 s intervals and a vertical resolution as fine as 0.03 m in the range 0.02–0.98 m above the bottom. Density profiles with the CTD are taken nominally every 30 sec. The turbulent velocity variables depend largely on the tidal phase; the variables during the ebb deviate from those in neutral equilibrium boundary layer. This deviation during the ebb presumably arises from the “inactive motion.” The stability function
|
Collections
Show full item record
| contributor author | Kiyosi Kawanisi | |
| date accessioned | 2017-05-08T20:44:51Z | |
| date available | 2017-05-08T20:44:51Z | |
| date copyright | April 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%290733-9429%282004%29130%3A4%28360%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25714 | |
| description abstract | A high-resolution current profiler (HRCP), which belongs to a pulse-to-pulse coherent Doppler sonar, has been used to measure vertical profiles of turbulence parameters, such as the Reynolds stresses, eddy viscosity, production and dissipation rates, etc., and to test the parametrization of dissipation rate and eddy viscosity. The HRCP and automatic ascending/descending CTD are deployed during the autumn of 2001 for 24 h in a tidal estuary. Reliable velocities along the beams with HRCP are collected with 3 s intervals and a vertical resolution as fine as 0.03 m in the range 0.02–0.98 m above the bottom. Density profiles with the CTD are taken nominally every 30 sec. The turbulent velocity variables depend largely on the tidal phase; the variables during the ebb deviate from those in neutral equilibrium boundary layer. This deviation during the ebb presumably arises from the “inactive motion.” The stability function | |
| publisher | American Society of Civil Engineers | |
| title | Structure of Turbulent Flow in a Shallow Tidal Estuary | |
| type | Journal Paper | |
| journal volume | 130 | |
| journal issue | 4 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2004)130:4(360) | |
| tree | Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 004 | |
| contenttype | Fulltext |