HPCCprojects:Hydrodynamics and Sediment-Transport in the Poverty Bay Portion of the Waipaoa Sedimentary System: Difference between revisions

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==Models in use==
==Models in use==
Regional Ocean Modeling System (ROMS): Three-dimensional hydrodynamics and sediment-transport.
Regional Ocean Modeling System (ROMS): Three-dimensional hydrodynamics and sediment-transport.<br />
Simulated WAves in the Nearshore (SWAN) : Two-dimensional wave characteristics.
Simulated WAves in the Nearshore (SWAN) : Two-dimensional wave characteristics.<br />
Wiberg and Smith one-dimensional shear stress model : Wave and current combined seabed shear stress.
Wiberg and Smith one-dimensional shear stress model : Wave and current combined seabed shear stress.
   
   

Revision as of 12:59, 5 November 2010


Hydrodynamics and Sediment-Transport in the Poverty Bay Portion of the Waipaoa Sedimentary System

Project description

Poverty Bay is located on the eastern coast of the North Island of New Zealand, and is situated between the terrestrial and marine portions of the Waipaoa River Sedimentary Dispersal System. Poverty Bay acts as an important transition zone, where any riverine signals are potentially modified before reaching the continental shelf. The Poverty Bay shoreline has been prograding at an ever decreasing rate for the last 7 kya, implying that some sediment is sequestered within the bay. This project aims to better understand the transfer of sediment from the mouth of the Waipaoa River through Poverty Bay onto the continental shelf. To this aim, hydrodynamic and sediment-transport observations were collected within the nearshore of Poverty Bay and are used along with coupled hydrodynamic and wave numerical models that extend to the shelf break to better understand the routing of sediment through Poverty Bay on a daily to seasonal time-scale. Also, multiple Poverty Bay geometries are modeled to investigate how changing the geometry of the dispersal basin affects the oceanographic energy available to cause marine dispersal, and how any changes to marine dispersal effect the amount of sediment sequestered within Poverty Bay or any changes to the characteristics of the sediment supplied to the continental shelf.


Poverty Bay bever.png

Figure is a satellite image of Poverty Bay and the Waipaoa River flood plain with the paleo shoreline locations from Brown (1995) overlain on the image. Text highlights the position of the shoreline through time and the regions of tectonic uplift and subsidence. Brown, L.J. 1995. Holocene shoreline depositional processes at Poverty Bay, a tectonically active area, northeastern north island, New Zealand. Quaternary Research. 26: 21-33

Time-line

This project was started with collection of the field data in 2006 and is in the final stages of preparing the results for publication.

Models in use

Regional Ocean Modeling System (ROMS): Three-dimensional hydrodynamics and sediment-transport.
Simulated WAves in the Nearshore (SWAN) : Two-dimensional wave characteristics.
Wiberg and Smith one-dimensional shear stress model : Wave and current combined seabed shear stress.

The ROMS and SWAN models are run concurrently using two-way coupling to get estimates of the hydrodynamics, sediment-transport, and waves. The Wiberg and Smith model is used to estimate the wave and current combined seabed shear stress from the field observations. Citations are provided below for the model.


Results

We have found that Poverty Bay is important in modifying the sedimentary signal (grain-size distribution, geochemical signature, etc) discharged by the Waipaoa River before it reaches the continental shelf. The modification of the signals is caused by repeated episodes of sediment deposition followed by wave resuspension and reworking. Also, the changing shape of the dispersal basin (poverty Bay) through time has lead to varying degrees of sediment preservation within the bay due to modifications to the dispersal of the Waipaoa River sediment. Model results estimate an overall coarsening of the sediment supplied to the continental shelf from 7 kya to the present day.


Users

Aaron Bever, at the Virginia Institute of Marine Science (VIMS) is the user of the CSDMS HPCC for this project. Other authors on this work are Courtney Harris (VIMS) and Jesse McNinch (USACE). List the CSDMS HPCC users of your project:


Funding

Funding was provided for this work by NSF through the MARGINS Source-to-Sink initiative.


Publications and presentations

The observational work is in review as: Bever, A.J., Harris, C.K., McNinch, J.E., in prep. Storm and fairweather driven sediment transport within Poverty Bay, New Zealand, evaluated using coupled numerical models. Cont. Shelf Res.

The modeling work, including comparison to the above data, is in prep for publication, and has been presented at the below meetings. Bever, A.J., and C.K. Harris. 2010. Variations in sediment-dispersal between different dispersal basin geometries: A case study of Poverty Bay, New Zealand. CSDMS Meeting 2010: Modeling for Environmental Change, San Antonio, TX. 14-17 October

Bever, A.J., C.K. Harris, J. Swenson. 2010. Dispersal basin geometry influences sediment deposition, shoreline progradation rates, and grain size segregation: A case study of Poverty Bay, New Zealand. AAPG Annual Convention and Exhibition, New Orleans, LA. 11-14 April

Bever, A.J., C.K. Harris, and J.E. McNinch. 2009. Integrating space- and time-scales of sediment transport for Poverty Bay, New Zealand, and the nearfield continental shelf. Integration and Synthesis of MARGINS Source-To-Sink Research Workshop, Gisborne, April 5-9.

Bever, A.J. and C.K. Harris. 2009. Integrating space- and time-scales of sediment transport for Poverty Bay, New Zealand, and the nearfield continental shelf. ROMS/TOMS Asia-Pacific Workshop. Sydney, Australia. 31 March – 2 April.


References

ROMS:

See www.myroms.org


Haidvogel, D.B., Arango, H., Budgell, W.P., Coruelle, B.D., Curshitser, E., Lorenzo, E.D., K.Fennel, Geyer, W.R., Hermann, A.J., Lanerolle, L., Levin, J., McWilliams, J.C., Miller, A.J., Moore, A.M., Powell, T.M., Schepetkin, A.F., Sherwood, C.R., Signell, R.P., Warner, J.C., Wilkin, J., 2008. Regional ocean forecasting in terrain-following coordinates: Model formulation and skill assessment. Journal of Computational Physics 227, 3595-3624.

Warner, J.C., Sherwood, C.R., Signell, R.P., Harris, C.K., Arango, H.G., 2008. Development of a three-dimensional regional coupled wave-current-sediment model. Comput. Geosci. 34, 1284-1306.

SWAN: Booij, N., Ris, R.C., Holthuijsen, L.H., 1999. A third-generation wave model for coastal regions 1. Model description and validation. J. Geophys. Res. 104, 7649-7666.

Wiberg and Smith model: Wiberg, P., Smith, J.D., 1983. A comparison of field data and theoretical models for wave-current interactions at the bed on the continental shelf. Cont. Shelf Res. 2, 147-162.

Wiberg, P.L., Drake, D.E., Cacchione, D.A., 1994. Sediment resuspension and bed armoring during high bottom stress events on the northern California inner continental shelf: measurements and predictions. Cont. Shelf Res. 14, 1191-1219.