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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 許銘熙 | |
| dc.contributor.author | Chi-Ray Wu | en |
| dc.contributor.author | 吳啟瑞 | zh_TW |
| dc.date.accessioned | 2021-06-13T03:28:37Z | - |
| dc.date.available | 2006-07-29 | |
| dc.date.copyright | 2006-07-29 | |
| dc.date.issued | 2006 | |
| dc.date.submitted | 2006-07-27 | |
| dc.identifier.citation | Bella, D. A. and Dobbins, W. E., “Difference Modeling of Stream Pollution”, J. Sanit. Eng. Div., ASCE, 94, SA5 (1968).
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M., “Persistence of residual currents in the James Estuary and its implication to mass transport,” In: Cheng R. T. (ed.), Residual Currents and Long-term Transport, Coastal and Estuarine Studies, 38, Springer-Verlag, Berlin, pp. 398-401 (1990). Liu, W. C., Hsu, M. H., and Kuo, A. Y., “Sensitivity Analysis of Mathematical Model of Chlorophyll Distribution in the Tidal Keelung River”, Journal of Environmental Science and Health, Part A, A35(4), pp. 489-514 (2000). Liu, W. C., Hsu, M. H., Kuo, A. Y., and Kuo, J. T., “Tidal Dynamic and Estuarine Circulation in the Tanshui River System”, Recent Advances in Marine Science and Technology, Vol.5, pp. 55-68 (2001). Liu, W. C., Hsu, M. H., Kuo, A. Y., and Kuo, J. T., “The Influence of River Discharge on Salinity Intrusion in the Tanshui Estuary”, Journal of Coastal Research, Vol.17, No.3, pp. 544-552 (2001). Liu, W. C., Hsu, M. H., and Kuo, A. Y., “A Modeling Study of Water Quality in Main Channel and Estuarine Wetland”, Journal of Environmental Science and Health, Part A, A36(5), pp. 641-660 (2001). Liu, W. C., Hsu, M. H., and Kuo, A. Y., “Investigation of Long-term Transport in the Tanshui River Estuary, Taiwan”, Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, 127(2), pp. 61-71 (2001). Liu, W. C., Hsu, M. H., and Kuo, A. Y., “Influence of Bathymetric Changes on Hydrodynamics and Salt Intrusion in Estuarine System”, Journal of the American Water Resources Association, 37(5), pp. 1405-1416 (2001). Liu, W. C., Hsu, M. H., and Kuo, A. Y., “Application of Difference Turbulence Closure Model for Stratified Tidal Flows and Salinity in an Estuarine System”, Mathematics and Computers in Simulation, 59, pp. 437-451 (2002). Liu, W. C., Hsu, M. H., and Kuo, A. Y., “Modeling of Hydrodynamics and Cohesive Sediment Transport in Tanshui River Estuarine System, Taiwan”, Marine Pollution Bulletin, 44, pp. 1076-1088 (2002). Muin, M., and Spaulding, M., “Application of three-dimensional boundary-fitted circulation model to Providence River,” Journal of Hydraulic Engineering, ASCE, 123(1), pp. 13-20 (1997). O’connor, D. J. and Dobbins, W. E., “The Mechanics of Reaeration in Natural Streams”, J. Sanit. Eng. Div., ASCE, 82, SA6 (1956). O’connor, D. J., “The Temporal and Spatial Distribution of Dissolved Oxygen in Streams”, J. Sanit. Eng. Div., ASCE, 93, SA1 (1967). Park, K., and Kuo, A. Y., “A vertical two-dimensional model of estuarine hydrodynamics and water quality,” Special Report in Applied Marine Science and Ocean Engineering, No 321, School of Marine Science, Virginia Institute of Marine Science, College of William and Mary, Gloucester Point, VA, 47pp (1993). Pritchard, D. W., “Estuarine hydrograph,” In: Advances in Geophysics, Vol. 1, Academic Press Inc., New York, pp. 243-280 (1952). Pritchard, D. W., “A study of the salt balance in a coastal plain estuary,” Journal of Marine Research, 13(1), pp. 133-144 (1954). Pritchard, D. W., “The dynamic structure of a coastal plain estuary,” Journal of Marine Research, 15(1), pp. 33-42 (1956). Pritchard, D. W., “Estuarine classification a help or a hindrance,” In: Neilson, Kuo, and Brubaker (eds.), Humana Press, Clifton, NJ, pp. 1-38 (1989). Streeter, H. W. and Phelps, E. B., “A Study of the Pollution and Nature Purification of Ohio River”, U.S. Pub. Health Serice, Pub. Health Bull, No.146 (1925). Thomann, R. V., “Mathematical Model for Dissolved Oxygen”, J. Sanit. Eng. Div., ASCE, 89, SA5 (1963). Thoman, R. V. and Mueller, J. A., “ Principles of Surface Water Quality Modeling and Control ”, Harper Collins Publishers (1987). Wezernak, C. T. and Gannon, J. J., “Evaluation of Nitrification in Streams”, J. Sanit. Eng. Div., ASCE, 94, SA5 (1968). 許銘熙、郭振泰、郭義雄、柳文成，「淡水河系潮流、河口環流與鹽分分佈之研究（一）」，行政院國家科學委員會專題研究計畫成果報告 (1996)。 許銘熙、郭振泰、郭義雄、柳文成，「淡水河系潮流、河口環流與鹽分分佈之研究（二）」，行政院國家科學委員會專題研究計畫成果報告 (1997)。 陳樹群，「河川動態水質數學模式之建立與應用」，碩士論文，國立台灣大學土木工程研究所 (1984)。 連上堯，「枯水期基隆河水理與水質模式之研究」，碩士論文，國立台灣大學農業工程研究所 (1988)。 陳筱華，「河川污染特性及水質數學模式之探討－以基隆河為例」，碩士論文，國立台灣大學環境工程研究所 (1989)。 柳文成，「截流系統對基隆河水質影響之研究」，碩士論文，國立台灣大學農業工程研究所 (1990)。 柳文成，「感潮河系之水理與水質動態傳輸模擬研究」，國立台灣大學農業工程學研究所博士論文 (1998)。 柳文成、郭義雄、許銘熙、郭振泰，「淡水河河口環流特性之研究」，台灣水利，第46卷，第一期，pp. 33-42 (1998)。 柳文成、許銘熙、郭義雄、郭振泰，「密度變化對河口環流、鹽分分佈與水質之影響」，農業工程學報，第45卷，第一期，pp. 1-11 (1999)。 柳文成、許銘熙、郭義雄，「河口潮汐入侵峰之探討」，台灣水利，第46卷，第二期，pp. 18-24 (2000)。 鐘文祥，「基隆河之水質模擬與風險分析」，碩士論文，國立台灣大學土木工程研究所 (1995)。 康晉展，「新店溪水質模擬與不確定性分析」，碩士論文，國立台灣大學環境工程研究所 (1996)。 洪佐承，「淡水河感潮段之動態水質模擬」，碩士論文，國立台灣大學土木工程研究所 (1998)。 黃曉盈，「網狀感潮河系數值模式之發展」，碩士論文，國立台灣大學生物環境系統工程研究所 (2003)。 曾耀彬，「網狀感潮河系水動力模式之發展與應用」，碩士論文，國立台灣大學生物環境系統工程研究所 (2004)。 | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/32028 | - |
| dc.description.abstract | 台灣地區四面環海，河川大多坡陡流急，最終都注入到海洋中。河川下游河口區及感潮河段為河川與海洋間之水與物質傳輸交換必經之通道。河口區承接上游集水區之污染源，造成水質與生態的污染與危害問題。對於此一現象，必須先瞭解該河段之水理水質狀況，並模擬污染物質在水體中之傳輸與交換過程，以對河口生態環境作最妥善之規劃與安排。
本研究主要針對台灣最大之感潮河川淡水河系進行研究，探討河口地區之重要水理現象，並充分瞭解其水理特性，因此必須藉助適當之水動力數值模式進行模擬。本研究發展一網狀感潮河系數值模式，以處理淡水河系匯分流之複雜流況，並可依需求單獨調整單一河道間距，以進行區域內之細部模擬。模式發展完成後，本研究設計了幾種測試方案，驗證擴充前與擴充後模式整體之合理性與正確性。 發展模式之前為瞭解淡水河系特性，本研究於民國91~93年期間於淡水河系進行長期性的現場量測，量測項目包括鹽分濃度、水溫、懸浮顆粒濃度、葉綠素濃度及溶氧濃度，其分析結果可協助掌握淡水河系水理水質特性，實測值亦可協助做為發展模式時參數驗證之用。 | zh_TW |
| dc.description.abstract | Taiwan is an island which the discharge in most rivers flowing enters the ocean. The tidal river is the way of substantial exchange between river and ocean. Fresh water polluted by point and non-point sources from drainage areas concentrated in the tidal river and induced environment and ecology problems. The field surveys on Tanshui River were conducted to investigate the hydraulic and water quality in the processes of substantial exchange of the tidal river.
Tanshui River, the largest tidal river in Taiwan, is the study site in this study. A hydraulic and water quality numerical model for Tanshui River, which consists of tributaries, division channel and confluences, has been developed to simulate the detailed variation of the hydraulic and water quality. Several study cases were examined to verify the rationality and accuracy. The result shows that the proposed model can be used to simulate the hydraulic and water quality for the tidal river. The field surveys including salt, temperature, suspended solids, chlorophyll and dissolved oxygen on Tanshui River were carried out from 2002 to 2004. Those field data were used for model calibration and verification. It reveals that the simulation results of the hydraulic and water quality were good agreement with observed values. The present model can provide satisfactory and reliable results of hydraulic and water quality for the tidal river. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-13T03:28:37Z (GMT). No. of bitstreams: 1 ntu-95-D86622004-1.pdf: 7723804 bytes, checksum: 3f099c2f23cf2292d0ac961469cb822e (MD5) Previous issue date: 2006 | en |
| dc.description.tableofcontents | 摘要 ………………………………………………………… I
Abstract ………………………………………………………… II 目錄 ………………………………………………………… III 表錄 ………………………………………………………… VI 圖錄 ………………………………………………………… VII 第一章、緒論…………………………………………………… 1 1-1 前言……………………………………………… 1 1-2 過去相關研究…………………………………… 2 1-3 研究目的………………………………………… 5 第二章、淡水河系現場實測資料分析………………………… 7 2-1 量測採樣作業步驟及分析項目………………… 7 2-1-1 現場量測分析項目…………………………… 8 2-1-2 實驗室分析項目……………………………… 9 2-2 現場量測採樣方式……………………………… 9 2-3 高、低平潮測量與全潮測量結果分析………… 11 2-3-1 水位…………………………………………… 11 2-3-2 鹽份濃度……………………………………… 12 2-3-3 水溫…………………………………………… 15 2-3-4 懸浮顆粒濃度………………………………… 16 2-3-5 葉綠素濃度…………………………………… 19 第三章、水理與水質數值模式………………………………… 21 3-1 模式簡介………………………………………… 21 3-2 水理模式部分…………………………………… 22 3-2-1 控制方程式…………………………………… 22 3-2-2 邊界條件……………………………………… 26 3-2-3 數值解法……………………………………… 28 3-2-4 主、支流匯分流處之數值處理……………… 29 3-3 水質模式部分…………………………………… 33 3-3-1 控制方程式…………………………………… 33 3-3-2 邊界條件……………………………………… 34 3-3-3 數值解法……………………………………… 35 3-3-4 主、支流匯分流處之數值處理……………… 36 3-4 河系中各河道間距 之處理……………………… 36 3-5 模式穩定性……………………………………… 37 第四章、模式之測試與驗證…………………………………… 39 4-1 模式之測試……………………………………… 39 4-2-1 測試案例A：單一河道………………………… 39 4-2-2 測試案例B：一主流及一支流………………… 41 4-2-3 測試案例C：一主流及一迴圈………………… 42 4-2 模式之驗證……………………………………… 43 4-3 二重疏洪道匯分流模擬案例…………………… 44 第五章、模式之應用…………………………………………… 47 5-1 模擬區域概述…………………………………… 47 5-2 幾何形狀與上下游邊界條件…………………… 49 5-3 模擬結果與討論………………………………… 52 5-3-1 水位…………………………………………… 52 5-3-2 流速…………………………………………… 52 5-3-3 鹽分濃度……………………………………… 53 5-3-4 懸浮顆粒濃度………………………………… 54 5-3-5 水質濃度……………………………………… 56 第六章、結論與建議…………………………………………… 63 6-1 結論……………………………………………… 63 6-2 建議……………………………………………… 66 參考文獻………………………………………………………… 67 附錄一 民國91年及93年淡水河系現場量測結果……………… 151 附錄二 模式各水質變數內在與外在之生成項或消失項……… 173 個人簡歷………………………………………………………… 179 學術著作………………………………………………………… 180 | |
| dc.language.iso | zh-TW | |
| dc.subject | 匯分流流況 | zh_TW |
| dc.subject | 現場量測 | zh_TW |
| dc.subject | 淡水河系 | zh_TW |
| dc.subject | 水理與水質模擬 | zh_TW |
| dc.subject | field surveys | en |
| dc.subject | hydraulic and water quality | en |
| dc.subject | division channel and confluences | en |
| dc.subject | Tanshui River | en |
| dc.title | 淡水河系之水理與水質模擬 | zh_TW |
| dc.title | A Hydrodynamic and Water Quality Model for Danshuei River System | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 94-2 | |
| dc.description.degree | 博士 | |
| dc.contributor.oralexamcommittee | 楊錦釧,郭振泰,張文亮,李光敦,柳文成 | |
| dc.subject.keyword | 淡水河系,匯分流流況,水理與水質模擬,現場量測, | zh_TW |
| dc.subject.keyword | Tanshui River,division channel and confluences,hydraulic and water quality,field surveys, | en |
| dc.relation.page | 182 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2006-07-28 | |
| dc.contributor.author-college | 生物資源暨農學院 | zh_TW |
| dc.contributor.author-dept | 生物環境系統工程學研究所 | zh_TW |
| 顯示於系所單位： | 生物環境系統工程學系 | |
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