Surface analysis of free surface and velocity to changes in river flow and tidal amplitude on a shallow mesotidal estuary: An application in Suances Estuary (Nothern Spain)
被引:22
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作者:
Barcena, Javier F.
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机构:
Univ Cantabria, Environm Hydraul Inst IH Cantabria, Santander 39011, SpainUniv Cantabria, Environm Hydraul Inst IH Cantabria, Santander 39011, Spain
Barcena, Javier F.
[1
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Garcia, Andres
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Univ Cantabria, Environm Hydraul Inst IH Cantabria, Santander 39011, SpainUniv Cantabria, Environm Hydraul Inst IH Cantabria, Santander 39011, Spain
Garcia, Andres
[1
]
Garcia, Javier
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Univ Cantabria, Environm Hydraul Inst IH Cantabria, Santander 39011, SpainUniv Cantabria, Environm Hydraul Inst IH Cantabria, Santander 39011, Spain
Garcia, Javier
[1
]
Alvarez, Cesar
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机构:
Univ Cantabria, Environm Hydraul Inst IH Cantabria, Santander 39011, SpainUniv Cantabria, Environm Hydraul Inst IH Cantabria, Santander 39011, Spain
Alvarez, Cesar
[1
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Revilla, Jose A.
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Univ Cantabria, Environm Hydraul Inst IH Cantabria, Santander 39011, SpainUniv Cantabria, Environm Hydraul Inst IH Cantabria, Santander 39011, Spain
River flow;
Astronomic tide;
Surface analysis method;
Hydrodynamic model;
Water level;
Current velocity;
WATER-QUALITY;
TIME SCALES;
MODEL;
BAY;
SIMULATION;
CURRENTS;
SYSTEMS;
FLORIDA;
NORTH;
D O I:
10.1016/j.jhydrol.2011.12.021
中图分类号:
TU [建筑科学];
学科分类号:
0813 ;
摘要:
Details are given of the surface analysis method implementation to characterize the free surface and velocity influences of a shallow mesotidal estuary to changes in freshwater discharges, with particular application to the Suances Estuary (SE), located in north of Spain. The surface analysis method is based on the use of numerical models in order to assess water levels and current velocities in several model scenarios which represent the environmental forcing variability in the estuary. Thus, a two-dimensional depth-integrated model was used to evaluate water levels and current velocities in the innermost area of the SE, applying a mesh nesting strategy to achieve high resolution results in order to evaluate the pollutant transport in further studies. The hydrodynamic model was calibrated and validated against field data, collected during spring and neap tidal cycles, for water levels and current velocities. This tool allowed us to study a set of 45 model scenarios under fixed river flow and tidal amplitude conditions. These results were then fitted trough quadratic interpolation functions to create plots of response surfaces for the mentioned variables. From these surfaces, water levels and velocity distributions can be calculated for long-term periods at any estuarine location saving a remarkable quantity of computational cost and time. To validate the surface analysis method, the obtained results were tested against the outputs provided by the hydrodynamic modelling of the estuary for a 6-month period. The comparison showed a fairly good agreement with less computational cost than a typical numerical modelling, obtaining a computational demand decrease of 55%. Although, it is relevant to mention that the surface analysis method performs better in estimating velocities than water levels, we evaluated the river flow and astronomic tide influence on estuarine water levels and current velocities for a long-term period of 10 years. (C) 2011 Elsevier B.V. All rights reserved.
机构:
South China Univ Technol, Civil & Transportat Sch, Guangzhou, Guangdong, Peoples R ChinaSouth China Univ Technol, Civil & Transportat Sch, Guangzhou, Guangdong, Peoples R China
Hammood, Sophia
Yin, Xiaoling
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South China Univ Technol, Civil & Transportat Sch, Guangzhou, Guangdong, Peoples R ChinaSouth China Univ Technol, Civil & Transportat Sch, Guangzhou, Guangdong, Peoples R China
Yin, Xiaoling
Zhao, Xuefeng
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机构:
South China Univ Technol, Civil & Transportat Sch, Guangzhou, Guangdong, Peoples R ChinaSouth China Univ Technol, Civil & Transportat Sch, Guangzhou, Guangdong, Peoples R China
Zhao, Xuefeng
3RD INTERNATIONAL CONFERENCE ON ADVANCES IN ENERGY, ENVIRONMENT AND CHEMICAL ENGINEERING,
2017,
69
机构:
Univ Montpellier 2, CC MSE, UMR 5569, CNRS,IRD,UM1, F-34095 Montpellier 5, FranceUniv Montpellier 2, CC MSE, UMR 5569, CNRS,IRD,UM1, F-34095 Montpellier 5, France
Guinot, Vincent
Cappelaere, Bernard
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机构:
Univ Montpellier 2, CC MSE, UMR 5569, CNRS,IRD,UM1, F-34095 Montpellier 5, FranceUniv Montpellier 2, CC MSE, UMR 5569, CNRS,IRD,UM1, F-34095 Montpellier 5, France