The Numerical Model Computation of Brine Dispersion for Taoyuan Seawater Desalination Plant

碩士 === 國立臺灣海洋大學 === 河海工程學系 === 101 === Since the population expands massively in Taoyuan, thus the government plans to build the seawater desalination plant which can supply the demand of fresh water. Yang and Ye (2012), did not consider the impact of the wind. Thus, this study adds the time serie...

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Main Authors: Cheng-Lung Chen, 陳正龍
Other Authors: Wen-Hen Yang
Format: Others
Language:zh-TW
Published: 2013
Online Access:http://ndltd.ncl.edu.tw/handle/45254267500679221024
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spelling ndltd-TW-101NTOU51920512015-10-13T23:28:41Z http://ndltd.ncl.edu.tw/handle/45254267500679221024 The Numerical Model Computation of Brine Dispersion for Taoyuan Seawater Desalination Plant 桃園海淡廠鹵水擴散數值計算之研究 Cheng-Lung Chen 陳正龍 碩士 國立臺灣海洋大學 河海工程學系 101 Since the population expands massively in Taoyuan, thus the government plans to build the seawater desalination plant which can supply the demand of fresh water. Yang and Ye (2012), did not consider the impact of the wind. Thus, this study adds the time series data of the wind as boundary condition, to simulate numerical results which closer to field data. This study uses numerical models MIKE 21 and MIKE 3 which developed by DHI. These numerical models consist of Hydrodynamic module (HD) and Advection-Dispersion module (AD).This study uses domain of M1 bathymetry and eight tidal constituents. By using harmonic analysis, this study can obtain the water level as the boundary conditions of the M1 hydrodynamic module. Preliminary judgment the M1 simulation is correct with measured tide. For a more accurate simulation, we extract water level boundary condition from the M1 hydrodynamic module, to simulate the middle computational domain M2. By using M2 simulation results, compare with observation field data in flow velocities and directions to calibrate computational parameters in reasonable agreement. The same as previous step, we also extract water level boundary condition from the M2 hydrodynamic module, to calculate the smallest computational domain M3. Then add advection-dispersion module (AD) to compute the effect on the flow current and salinity dispersion. According to the simulation results, the salinity of sea water after brine discharging is diluted rapidly in the layer of Z1. Even near the outfall area, the maximum salinity values are around 37 ~ 35 psu. At Z2 layer, the salinity values reduce to 33 ~ 34 psu. Over the Z3 layers, the salinity of sea water just higher than the background values of 0.03~0.05 psu which is no cumulative effect. The simulated numerical results are closer to field data, the accuracy of considerable credibility. Wen-Hen Yang Sung-Shan Hsiao 楊文衡 蕭松山 2013 學位論文 ; thesis 105 zh-TW
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language zh-TW
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description 碩士 === 國立臺灣海洋大學 === 河海工程學系 === 101 === Since the population expands massively in Taoyuan, thus the government plans to build the seawater desalination plant which can supply the demand of fresh water. Yang and Ye (2012), did not consider the impact of the wind. Thus, this study adds the time series data of the wind as boundary condition, to simulate numerical results which closer to field data. This study uses numerical models MIKE 21 and MIKE 3 which developed by DHI. These numerical models consist of Hydrodynamic module (HD) and Advection-Dispersion module (AD).This study uses domain of M1 bathymetry and eight tidal constituents. By using harmonic analysis, this study can obtain the water level as the boundary conditions of the M1 hydrodynamic module. Preliminary judgment the M1 simulation is correct with measured tide. For a more accurate simulation, we extract water level boundary condition from the M1 hydrodynamic module, to simulate the middle computational domain M2. By using M2 simulation results, compare with observation field data in flow velocities and directions to calibrate computational parameters in reasonable agreement. The same as previous step, we also extract water level boundary condition from the M2 hydrodynamic module, to calculate the smallest computational domain M3. Then add advection-dispersion module (AD) to compute the effect on the flow current and salinity dispersion. According to the simulation results, the salinity of sea water after brine discharging is diluted rapidly in the layer of Z1. Even near the outfall area, the maximum salinity values are around 37 ~ 35 psu. At Z2 layer, the salinity values reduce to 33 ~ 34 psu. Over the Z3 layers, the salinity of sea water just higher than the background values of 0.03~0.05 psu which is no cumulative effect. The simulated numerical results are closer to field data, the accuracy of considerable credibility.
author2 Wen-Hen Yang
author_facet Wen-Hen Yang
Cheng-Lung Chen
陳正龍
author Cheng-Lung Chen
陳正龍
spellingShingle Cheng-Lung Chen
陳正龍
The Numerical Model Computation of Brine Dispersion for Taoyuan Seawater Desalination Plant
author_sort Cheng-Lung Chen
title The Numerical Model Computation of Brine Dispersion for Taoyuan Seawater Desalination Plant
title_short The Numerical Model Computation of Brine Dispersion for Taoyuan Seawater Desalination Plant
title_full The Numerical Model Computation of Brine Dispersion for Taoyuan Seawater Desalination Plant
title_fullStr The Numerical Model Computation of Brine Dispersion for Taoyuan Seawater Desalination Plant
title_full_unstemmed The Numerical Model Computation of Brine Dispersion for Taoyuan Seawater Desalination Plant
title_sort numerical model computation of brine dispersion for taoyuan seawater desalination plant
publishDate 2013
url http://ndltd.ncl.edu.tw/handle/45254267500679221024
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