2009
DOI: 10.1175/2008jtecho632.1
|View full text |Cite
|
Sign up to set email alerts
|

Inferring Propagation Direction of Nonlinear Internal Waves in a Vertically Sheared Background Flow

Abstract: Internal waves heave the background flow through which they propagate. If the background flow is vertically sheared, the high-pass-filtered velocity field will thus contain signals of both the wave velocity and the heaved flow. Under conditions of large wave amplitude and large background shear-a common situation for nonlinear internal waves in coastal waters-the velocity fluctuations caused by wave heaving of the background flow can be comparable to the wave velocity itself. This complicates the inference of … Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
2
1

Citation Types

0
21
0

Year Published

2012
2012
2022
2022

Publication Types

Select...
7

Relationship

0
7

Authors

Journals

citations
Cited by 14 publications
(21 citation statements)
references
References 8 publications
0
21
0
Order By: Relevance
“…The westward bottom velocity anomaly in the lower layer implies that the ISWs propagated westward. To determine the propagation direction u of ISWs more precisely, we use the filtering method described in Mirshak and Kelley (2009):…”
Section: A Observations Of Internal Solitary Wavesmentioning
confidence: 99%
See 1 more Smart Citation
“…The westward bottom velocity anomaly in the lower layer implies that the ISWs propagated westward. To determine the propagation direction u of ISWs more precisely, we use the filtering method described in Mirshak and Kelley (2009):…”
Section: A Observations Of Internal Solitary Wavesmentioning
confidence: 99%
“…We use the velocities measured at the depth of 13.8 m where the wave-induced isopycnal displacements were small but the velocity anomalies were strongest. ADV measurements at 11.5 m depth (close to pycnocline) are not used because wave heaving of the background flow sometimes causes large biases in the estimate of u, as illustrated by Mirshak and Kelley (2009) and Xie et al (2015). Figure 3 shows the inferred wave propagation direction for the ISW observed between 26 September and 2 October, during which the ISW trains appeared roughly every 12 h at the M3 mooring site (see Fig.…”
Section: A Observations Of Internal Solitary Wavesmentioning
confidence: 99%
“…The strong baroclinic tides may generate strong vertical shear, the approximation in (A1) may then lead to significant errors in estimating h of S1 and S2 [Chang et al, 2010;Mirshak and Kelley, 2009]. To further reduce the instrument error, the propagation direction of the packet is defined as h averaged over all available ISWs in a packet.…”
Section: Summary and Discussionmentioning
confidence: 94%
“…Furthermore, the borelike internal wave shape found on the inner shelf creates ambiguity in separating wave velocities from the background velocity field, an important distinction before accurately deriving wave propagation speed and direction (e.g., Mirshak and Kelley 2009;Chang et al 2011). We attribute the scatter in propagation direction to the large difference in footprint size between the mooring and Argus estimates.…”
Section: Discussionmentioning
confidence: 99%
“…Wave direction and phase speed from the in situ moorings are determined by treating the four beams of each ADCP as a four-element wave-detection array following previous methods (Scotti et al 2005;Mirshak and Kelley 2009). As internal waves depress or elevate scattering layers within the water column, variations in echo intensity are measured by each ADCP transducer (see Fig.…”
Section: A In Situ Measurements and Data Processingmentioning
confidence: 99%