Ocean tides, part II: A hydrodynamical interpolation model

Schwiderski, Ernst W.

doi:10.1080/01490418009387998

Cited by 147 publications

(74 citation statements)

References 4 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…As explained in Schwiderski (1978Schwiderski ( , 1979Schwiderski ( and 1980a) such large obstacles cause large distortions and retardations of tidal waves passing or crossing the areas from one side to the other. The detailed resolution of these effects requires regional fine-scale models with open ocean boundaries all around the areas.…”

Section: B-3 2 Coastal Waters Of the World Oceans Insufficiently Resmentioning

confidence: 99%

“…The interpolation may be accomplished by hydrodynamical interpolation such as used by Schwiderski (1978 and1980a,b), i.e. by tuning of boundary and friction parameters during the numerical integration.…”

Section: Interpolation Of Empirical Tide Data: B-15mentioning

confidence: 99%

“…Since over a decade the Schwiderski (1978Schwiderski ( , 1980aSchwiderski ( ,b and 1986) Global Ocean Tide (SGOT) model has been tested and proven its estimated realistic 10 cm accuracy in numerous applications ranging from oceanography down to geophysics of the solid earth and up to meteorology and space mechanics. In more recent years, the accuracy in the open oceans has been worldwide verified by analyses of GEOSAT altimeter measurements of the sea surface topography, such as by Cartwright and Ray (1990).…”

Section: Introductionmentioning

confidence: 99%

See 2 more Smart Citations

Tidal Atlas Software Development

Hsu¹,

Reynaud²,

Schwiderski³

1993

Self Cite

View full text Add to dashboard Cite

IIIIihIIII|fiiiiiliIApproved for public release; distribution is unlimited. Abstract (,1annwn 20 wonft).Tidal atlas software has been developed for naval hydrographic survey operations. The software displays an integrated database of tides, bathymetry, and coastlines. It is a menu-driven PC/WINDOWS program. The tidal databases include the tidal constituent bank from the International Hydrographic Organization and Schwiderski's global tidal data. The bathymetry uses the 5-minute ETOPO5 database and the coastlines use the world vector shoreline database. The software can display tidal stations and tidal constituents for a user-specified area. The software also provides other functions including tidal height plot, tidal zone plot, cotidal, and corange plots.The software is available only upon request to the Naval Research Laboratory, Code 7442, Stennis Space Center, MS 39529-5004. It is not included with this report unless requested.14. Subet Term.15. Number of Pages. Tides, Numerical Model, Hydrographic Survey 49 16. Prfce Code.

show abstract

Section: B-3 2 Coastal Waters Of the World Oceans Insufficiently Resmentioning

confidence: 99%

Section: Interpolation Of Empirical Tide Data: B-15mentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

See 1 more Smart Citation

Tidal Atlas Software Development

Hsu¹,

Reynaud²,

Schwiderski³

1993

Self Cite

View full text Add to dashboard Cite

show abstract

“…11. The tidal constituents are derived from tide analysis using the observed data at tide station for water level prediction and the tidal constituents at the open boundary are obtained from the Global Ocean Tides [9] and Global Tidal Solution (TPXO-8.0) [11].…”

Section: Open Boundarymentioning

confidence: 99%

Moored Ship Motions due to Tropical Cyclone Linda

Hattha¹,

Hiraishi²

2017

JEPE

View full text Add to dashboard Cite

Abstract:Severe wind-wave due to tropical cyclone Linda can cause port downtime which affects port operations such as berthing, mooring and (un)loading of the ship. The ship motions are criteria for limiting the port operations, human safety and preventing the damage of port equipment and furniture. Therefore, this study discusses moored ship motions due to severe wind-wave during the tropical cyclone Linda which entered the Gulf of Thailand in November 1997. The ship motions are represented in the moored ship analysis at SRH (Sriracha Harbour Port) and BLCP (BLCP Coal-Fired Power Plant Port), and are subject to the static environmental load on the ship in accordance with Spanish Standard (ROM 0.2-1990) [1]. The environment in numerical model is derived from the wave model and hydrodynamics model using the application of Delft3D-WAVE and Delft3D-FLOW. The model location includes Ao Udom Bay and Rayong Sea. The model results represent the environment at Rayong Sea which is more severe than Ao Udom Bay. The ship motions at BLCP are mostly larger than SRH.

show abstract

“…The Seasat model yields a dissipation that is about 4 % of the total at M2. Munk [1966] and Bell [1975] Schwiderski [1978], and the value of the linear damping coefficient, k^, is selected by minimizing the phase difference between predictions of AT(^,M2,r^3) using Schwiderski [1983] and damped LTE currents. The resulting best value is, k d = 9.0x 10-V Greenwich mean time on 1 January 1989 as determined from (a) the Schwiderski [1983] model (solid arrows) (b) linear-damped Laplace tidal equations (Equation (3.2); dashed arrows) (c) data extracted from deep moored current meter records (two arrows designated by circles around their tails).…”

Section: Tidal Dissipation At M2 From Satellite Observationsmentioning

confidence: 99%

Basin-scale tidal measurements using acoustic tomography

Headrick¹

1990

View full text Add to dashboard Cite

Ocean tides, part II: A hydrodynamical interpolation model

Cited by 147 publications

References 4 publications

Tidal Atlas Software Development

Tidal Atlas Software Development

Moored Ship Motions due to Tropical Cyclone Linda

Basin-scale tidal measurements using acoustic tomography

Contact Info

Product

Resources

About