The Effect of Freshwater Discharge on TidalPropagation in Danshuei River Estuary
碩士 === 國立臺灣大學 === 生物環境系統工程學研究所 === 92 === The estuary is a transition between ocean and land where it has peculiarity and sensitivity in ecosystem and natrul environment and resources, because the estuary is the place that there are interaction between freshwater inflow and tide .The velocit...
Main Authors: | , |
---|---|
Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2004
|
Online Access: | http://ndltd.ncl.edu.tw/handle/01639797037222351399 |
id |
ndltd-TW-092NTU05404032 |
---|---|
record_format |
oai_dc |
spelling |
ndltd-TW-092NTU054040322016-06-10T04:16:00Z http://ndltd.ncl.edu.tw/handle/01639797037222351399 The Effect of Freshwater Discharge on TidalPropagation in Danshuei River Estuary 淡水河上游流量對潮汐傳播之影響 Jen-Hau Li 李振豪 碩士 國立臺灣大學 生物環境系統工程學研究所 92 The estuary is a transition between ocean and land where it has peculiarity and sensitivity in ecosystem and natrul environment and resources, because the estuary is the place that there are interaction between freshwater inflow and tide .The velocity and salinity distribution in estuarine river is affected by inflow and tide, so that the end of the estuarine river is often changed. The main purpose of the study is to combine the HEM-2D model in the estuary and the Unsteady flow model in the upstream with the iterative technique at the river junction . The model is calibrated and verification by field data can be used to analysis the hydrodynamic and tidal propagation in the Danshuei estuary with different upstream inflow.As a result, the effect of the upstream inflow on the estuarine river is shown in the study. Ming-Hsi Hsu 許銘熙 2004 學位論文 ; thesis 61 zh-TW |
collection |
NDLTD |
language |
zh-TW |
format |
Others
|
sources |
NDLTD |
description |
碩士 === 國立臺灣大學 === 生物環境系統工程學研究所 === 92 === The estuary is a transition between ocean and land where it has peculiarity and sensitivity in ecosystem and natrul environment and resources, because the estuary is the place that there are interaction between freshwater inflow and tide .The velocity and salinity distribution
in estuarine river is affected by inflow and tide, so that the end of the estuarine river is often changed.
The main purpose of the study is to combine the HEM-2D model in the estuary and the Unsteady flow model in the upstream with the iterative technique at the river junction .
The model is calibrated and verification by field data can be used to analysis the hydrodynamic and tidal propagation in the Danshuei estuary with different upstream inflow.As a result, the effect of the upstream inflow on the estuarine river is shown in the study.
|
author2 |
Ming-Hsi Hsu |
author_facet |
Ming-Hsi Hsu Jen-Hau Li 李振豪 |
author |
Jen-Hau Li 李振豪 |
spellingShingle |
Jen-Hau Li 李振豪 The Effect of Freshwater Discharge on TidalPropagation in Danshuei River Estuary |
author_sort |
Jen-Hau Li |
title |
The Effect of Freshwater Discharge on TidalPropagation in Danshuei River Estuary |
title_short |
The Effect of Freshwater Discharge on TidalPropagation in Danshuei River Estuary |
title_full |
The Effect of Freshwater Discharge on TidalPropagation in Danshuei River Estuary |
title_fullStr |
The Effect of Freshwater Discharge on TidalPropagation in Danshuei River Estuary |
title_full_unstemmed |
The Effect of Freshwater Discharge on TidalPropagation in Danshuei River Estuary |
title_sort |
effect of freshwater discharge on tidalpropagation in danshuei river estuary |
publishDate |
2004 |
url |
http://ndltd.ncl.edu.tw/handle/01639797037222351399 |
work_keys_str_mv |
AT jenhauli theeffectoffreshwaterdischargeontidalpropagationindanshueiriverestuary AT lǐzhènháo theeffectoffreshwaterdischargeontidalpropagationindanshueiriverestuary AT jenhauli dànshuǐhéshàngyóuliúliàngduìcháoxīchuánbōzhīyǐngxiǎng AT lǐzhènháo dànshuǐhéshàngyóuliúliàngduìcháoxīchuánbōzhīyǐngxiǎng AT jenhauli effectoffreshwaterdischargeontidalpropagationindanshueiriverestuary AT lǐzhènháo effectoffreshwaterdischargeontidalpropagationindanshueiriverestuary |
_version_ |
1718300781126352896 |