Numerical Modeling of Tides in Hudson Bay

A two-dimensional numerical model is developed to study the cooscillating and independent tides in Hudson Bay. Using centered differences (forward differences for the dissipative term) and conjugate Richardson lattices, the Laplace Tidal Equations in spherical polar coordinates are integrated in tim...

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Published in:Journal of the Fisheries Research Board of Canada
Main Authors: Freeman, N. G., Murty, T. S.
Format: Article in Journal/Newspaper
Language:English
Published: Canadian Science Publishing 1976
Subjects:
Online Access:http://dx.doi.org/10.1139/f76-282
http://www.nrcresearchpress.com/doi/pdf/10.1139/f76-282
id crcansciencepubl:10.1139/f76-282
record_format openpolar
spelling crcansciencepubl:10.1139/f76-282 2023-12-17T10:27:57+01:00 Numerical Modeling of Tides in Hudson Bay Freeman, N. G. Murty, T. S. 1976 http://dx.doi.org/10.1139/f76-282 http://www.nrcresearchpress.com/doi/pdf/10.1139/f76-282 en eng Canadian Science Publishing http://www.nrcresearchpress.com/page/about/CorporateTextAndDataMining Journal of the Fisheries Research Board of Canada volume 33, issue 10, page 2345-2361 ISSN 0015-296X General Medicine journal-article 1976 crcansciencepubl https://doi.org/10.1139/f76-282 2023-11-19T13:39:01Z A two-dimensional numerical model is developed to study the cooscillating and independent tides in Hudson Bay. Using centered differences (forward differences for the dissipative term) and conjugate Richardson lattices, the Laplace Tidal Equations in spherical polar coordinates are integrated in time until cyclic equilibrium is reached. For the cooscillating tide, the direct tidal forcing term is set to zero, and the observed tidal constituent is specified at the mouth of Hudson Bay. Separate runs are made for M 2 , S 2 , N 2 , and K 1 . For the independent tide, the closed mouth boundary condition of zero water transport is imposed, and the model run for the M 2 and K 1 direct tidal forcing. A number of experiments are carried out to test the sensitivity of the model to uncertainties in the input data and parameterization of some of the terms. It is shown that the tidal propagation is relatively insensitive to friction coefficient and island schematization, but very sensitive to depth representation in the Belcher Islands area and phase variation in the specified boundary conditions.Comparison of the results with previous work and shore-based gauge observations gives good amplitude and phase agreement for the M 2 , S 2 , and N 2 cooscillating tidal constituents except in the vicinity of the degenerate amphidromic points in James Bay and the Belcher Islands where the amplitudes are very small. The amplitudes of the K 1 independent tide, unlike the M 2 , are found to be upwards of 30% of the K 1 cooscillating tide. The M 2 cooscillating tidal currents, when compared with current meter results at two stations across the mouth of James Bay, show good agreement in west–east decrease in amplitude, reversal of direction of rotation, and increase in rotary character, but generally tended to underestimate the absolute magnitude of these single depth measurements. Overall, the model gives good qualitative agreement with shore-based data and can be used to interpret tidal propagation in the Hudson–James Bay system. Article in Journal/Newspaper Belcher Islands Hudson Bay James Bay Canadian Science Publishing (via Crossref) Hudson Bay Hudson Belcher ENVELOPE(-94.172,-94.172,57.936,57.936) Laplace ENVELOPE(141.467,141.467,-66.782,-66.782) Belcher Islands ENVELOPE(-79.250,-79.250,56.184,56.184) Journal of the Fisheries Research Board of Canada 33 10 2345 2361
institution Open Polar
collection Canadian Science Publishing (via Crossref)
op_collection_id crcansciencepubl
language English
topic General Medicine
spellingShingle General Medicine
Freeman, N. G.
Murty, T. S.
Numerical Modeling of Tides in Hudson Bay
topic_facet General Medicine
description A two-dimensional numerical model is developed to study the cooscillating and independent tides in Hudson Bay. Using centered differences (forward differences for the dissipative term) and conjugate Richardson lattices, the Laplace Tidal Equations in spherical polar coordinates are integrated in time until cyclic equilibrium is reached. For the cooscillating tide, the direct tidal forcing term is set to zero, and the observed tidal constituent is specified at the mouth of Hudson Bay. Separate runs are made for M 2 , S 2 , N 2 , and K 1 . For the independent tide, the closed mouth boundary condition of zero water transport is imposed, and the model run for the M 2 and K 1 direct tidal forcing. A number of experiments are carried out to test the sensitivity of the model to uncertainties in the input data and parameterization of some of the terms. It is shown that the tidal propagation is relatively insensitive to friction coefficient and island schematization, but very sensitive to depth representation in the Belcher Islands area and phase variation in the specified boundary conditions.Comparison of the results with previous work and shore-based gauge observations gives good amplitude and phase agreement for the M 2 , S 2 , and N 2 cooscillating tidal constituents except in the vicinity of the degenerate amphidromic points in James Bay and the Belcher Islands where the amplitudes are very small. The amplitudes of the K 1 independent tide, unlike the M 2 , are found to be upwards of 30% of the K 1 cooscillating tide. The M 2 cooscillating tidal currents, when compared with current meter results at two stations across the mouth of James Bay, show good agreement in west–east decrease in amplitude, reversal of direction of rotation, and increase in rotary character, but generally tended to underestimate the absolute magnitude of these single depth measurements. Overall, the model gives good qualitative agreement with shore-based data and can be used to interpret tidal propagation in the Hudson–James Bay system.
format Article in Journal/Newspaper
author Freeman, N. G.
Murty, T. S.
author_facet Freeman, N. G.
Murty, T. S.
author_sort Freeman, N. G.
title Numerical Modeling of Tides in Hudson Bay
title_short Numerical Modeling of Tides in Hudson Bay
title_full Numerical Modeling of Tides in Hudson Bay
title_fullStr Numerical Modeling of Tides in Hudson Bay
title_full_unstemmed Numerical Modeling of Tides in Hudson Bay
title_sort numerical modeling of tides in hudson bay
publisher Canadian Science Publishing
publishDate 1976
url http://dx.doi.org/10.1139/f76-282
http://www.nrcresearchpress.com/doi/pdf/10.1139/f76-282
long_lat ENVELOPE(-94.172,-94.172,57.936,57.936)
ENVELOPE(141.467,141.467,-66.782,-66.782)
ENVELOPE(-79.250,-79.250,56.184,56.184)
geographic Hudson Bay
Hudson
Belcher
Laplace
Belcher Islands
geographic_facet Hudson Bay
Hudson
Belcher
Laplace
Belcher Islands
genre Belcher Islands
Hudson Bay
James Bay
genre_facet Belcher Islands
Hudson Bay
James Bay
op_source Journal of the Fisheries Research Board of Canada
volume 33, issue 10, page 2345-2361
ISSN 0015-296X
op_rights http://www.nrcresearchpress.com/page/about/CorporateTextAndDataMining
op_doi https://doi.org/10.1139/f76-282
container_title Journal of the Fisheries Research Board of Canada
container_volume 33
container_issue 10
container_start_page 2345
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