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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 潘述元 | zh_TW |
| dc.contributor.advisor | Shu-Yuan Pan | en |
| dc.contributor.author | 余美香 | zh_TW |
| dc.contributor.author | Mei-Siang Yu | en |
| dc.date.accessioned | 2023-09-22T16:23:26Z | - |
| dc.date.available | 2023-11-09 | - |
| dc.date.copyright | 2023-09-22 | - |
| dc.date.issued | 2023 | - |
| dc.date.submitted | 2023-08-08 | - |
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| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/89850 | - |
| dc.description.abstract | 本研究以德基水庫流域為研究區域，建立耦合式SWAT-Vollenweider水質模型，透過彙整歷史30年水質觀測數據，分析集水區內特徵營養鹽與貢獻較高之熱區，評估不同設置情境之植生過濾帶的削減效益，進而最佳化其設置策略。本研究進行庫區水質參數之相關性與主成分分析，訂定總磷為德基水庫的限制營養鹽，並建立SWAT土壤水文模式，評估集水區之輸砂量與總磷負荷等貢獻，接續匯入Vollenweider模式模擬庫區水體的總磷濃度。結果顯示單位面積輸砂量與總磷貢獻較高之區域大多為農業利用，且SWAT模式可合理模擬集水區逕流、輸砂量與總磷負荷。根據污染熱區分析，本研究選擇前10高之水力反應單元模擬四種操作情境之結構性最佳管理作為，分別為沿著區域邊界或沿著河岸設置植生過濾帶，寬度設定為5或10公尺。模擬結果顯示單位面積貢獻較高之操作情境為沿著河岸設置5公尺的植生過濾帶，可減少各熱點輸砂量約每公頃2.7至38.8噸，總磷輸出則減少約每公頃4.0至34.4公斤。本研究率定庫區總磷之沉降速度為25 m/yr，並透過Vollenweider模式模擬緩衝帶設置情境下的總磷濃度趨勢；結果顯示植生帶寬度為10公尺之削減量較5公尺高，整體營養鹽削減率約介於0.5至9.1%。本研究透過最佳化分析找出可達到目標削減量之植生過濾帶區位與最小設置面積，並推得設置面積為9、13與23公頃時出現削減量臨界值。綜合上述，可知植生過濾帶可確實減少德基水庫集水區的輸砂與營養鹽輸出，並可進一步探討不同限制條件下的植生過濾帶最佳配置策略，提升以自然為本之集水區保護措施效益。 | zh_TW |
| dc.description.abstract | The study examines the effects of establishing vegetative filter strips (VFSs) by the water quality model systems of SWAT and Vollenweider in Techi Reservoir watershed. Historical 30-year observed data is analyzed for correlation and principal component analysis to identify total phosphorus (TP) as the specific nutrient in Techi Reservoir. This study applies Soil and Water Assessment Tool (SWAT) model to assess sediment and TP load from Techi Reservoir watershed, and analyzes the areas within the watershed that contribute higher sediment and nutrient loads. Additionally, Vollenweider model is chosen to simulate the trends of TP in the reservoir. The analysis reveals that areas with higher sediment and TP load per unit area are primarily for agricultural uses. On the other hand, SWAT model demonstrates satisfactory performance in simulating streamflow, sediment, and TP load within the watershed. Based on the analysis of pollution hotspots, this study selects the top 10 Hydrologic Response Units (HRUs) to establish structural BMP with VFS scenarios of along the field edge or along the riverbank, and widths of 5 or 10 meters. The results show that under scenario of 5-meter VFS along the riverbank contributes the most reduction per unit area, which effectively reduce sediment yield by approximately 2.7 to 38.8 tons/ha and TP load by about 4.0 to 34.4 kg/ha. Vollenweider model is also calibrated and validated, with the TP settling velocity in the reservoir set at 25 m/yr. The model simulates the trends in TP concentration under different width of VFS, and the results indicate that the 10-meter VFS achieves a higher reduction rates than the 5-meter VFS, with the reduction rates around 0.5 to 9.1%. This study employed optimization analysis to ascertain the optimal placement of VFSs and calculate the minimum VFS areas necessary to achieve the target reduction amounts. Additionally, this study identified the critical reduction values for VFS implementation at areas of 9, 13, and 23 hectares. The findings indicate that VFSs are effective in reducing sediment and nutrient discharge in Techi Reservoir watershed. Further investigation into the optimal configuration strategies for VFSs, considering different constraint factors, has the potential to enhance the efficacy of nature-based measures for watershed protection. | en |
| dc.description.provenance | Submitted by admin ntu (admin@lib.ntu.edu.tw) on 2023-09-22T16:23:25Z No. of bitstreams: 0 | en |
| dc.description.provenance | Made available in DSpace on 2023-09-22T16:23:26Z (GMT). No. of bitstreams: 0 | en |
| dc.description.tableofcontents | 論文口試委員會審定書 i
中文摘要 ii ABSTRACT iii CONTENTS v LIST OF FIGURES ix LIST OF TABLES xii Chapter 1 - Introduction 1 1.1 Background 1 1.2 Objectives 2 Chapter 2 - Literature Review 3 2.1 Water Resources of Reservoir 3 2.1.1 Reservoir Management of Water Resource 3 2.1.2 Risks of Water Resource 6 2.1.3 Principal Component Analysis of Techi Reservoir 7 2.2 Watershed Management 9 2.2.1 Non-point Source Pollution 9 2.2.2 Best Management Practices 11 2.2.3 Vegetative Filter Strips 13 2.2.4 Principle of Optimization Method 15 2.3 Water Quality Model 16 2.3.1 SWAT Model 17 2.3.2 Vollenweider Model 19 Chapter 3 - Methods 21 3.1 Research Structure 21 3.2 Study Area 22 3.2.1 Techi Reservoir 22 3.2.2 Observed Data 23 3.3 SWAT Model Setup 30 3.3.1 Input Data 30 3.3.2 Simulation Principle 32 3.3.2.1 Surface Runoff 32 3.3.2.2 Sediment Transport 33 3.3.2.3 Nutrient Load – Total Phosphorus 34 3.3.3 SWAT-CUP Objective Functions 37 3.4 Vollenweider Model Setup 39 3.4.1 Input Data 39 3.4.2 Simulation Principle 40 3.5 Vegetative Filter Strips Scenario 42 3.5.1 VFSs Model Principle 42 3.5.1.1 Scenario A: VFSs Along the Field Edge 43 3.5.1.2 Scenario B: VFSs Along the Riverbank 44 3.5.2 VFSs Implementation Area 47 Chapter 4 - Results and Discussion 50 4.1 Historical Data Analysis 50 4.1.1 Hydrological Data 50 4.1.2 Specific Nutrients Analysis of Techi Reservoir 52 4.1.2.1 Correlation Analysis of Water Quality Parameters 53 4.1.2.2 Principal Component Analysis 56 4.1.2.3 Limiting Nutrients Analysis 57 4.2 Development and Calibration of SWAT-Vollenweider Model 59 4.2.1 Rating Curves of Sediment Transport and Nutrient load 59 4.2.2 Calibration of SWAT Model 63 4.2.2.1 Watershed Delineation 63 4.2.2.2 Calibration of SWAT Model Parameters 64 4.2.3 Calibration of Vollenweider Model 72 4.2.3.1 Settling Velocity 72 4.2.3.2 Simulation Results of Total Phosphorus 73 4.3 Effects of VFS on Reservoir Water Quality 74 4.3.1 Identification of Hotspot HRUs in Watershed 74 4.3.2 Evaluation of Sediment Reduction 79 4.3.3 Evaluation of Total Phosphorus Reduction 82 4.3.4 Comparison of Sediment and Total Phosphorus Reduction 85 4.3.5 Contributions of VFS deployment on watershed water quality 88 4.4 Optimization of VFS Deployment 90 4.4.1 Definition of Optimization 90 4.4.2 Optimization of maximum reduction rates 92 Chapter 5 – Conclusions and Recommendations 95 5.1 Conclusions 95 5.2 Recommendations 99 References 101 Appendix 111 A. Observed Data 111 A.1 Streamflow 111 A.2 Sediment Load 112 A.3 Total Phosphorus Load 114 A.4 Total Phosphorus Concentration in Reservoir 115 A.5 Precipitation Data 116 B. Analysis and Simulation Results 137 B.1 Principal Component Analysis 137 B.2 Reduction Amount of VFS Scenario 138 B.2.1 Sediment and Total Phosphorus Load by SWAT Model 138 B.2.2 Sediment Reduction 139 B.2.3 Total Phosphorus Reduction 141 | - |
| dc.language.iso | en | - |
| dc.subject | 最佳化配置 | zh_TW |
| dc.subject | 德基水庫 | zh_TW |
| dc.subject | 植生過濾帶 | zh_TW |
| dc.subject | 水質模式 | zh_TW |
| dc.subject | 營養鹽削減效益 | zh_TW |
| dc.subject | Vegetative filter strips | en |
| dc.subject | Techi Reservoir | en |
| dc.subject | Optimization of configuration strategies | en |
| dc.subject | Nutrient reduction effects | en |
| dc.subject | Water quality model | en |
| dc.title | 植生過濾帶於營養鹽負荷削減效益評估：以德基水庫為例 | zh_TW |
| dc.title | Effects of Vegetative Filter Strips on Nutrient Loading Reduction Exemplified by Techi Reservoir | en |
| dc.type | Thesis | - |
| dc.date.schoolyear | 111-2 | - |
| dc.description.degree | 碩士 | - |
| dc.contributor.oralexamcommittee | 范致豪;江莉琦;游晟暐;張慧嫺 | zh_TW |
| dc.contributor.oralexamcommittee | Chih-Hao Fan;Li-Chi Chiang;Cheng-Wei Yu;Hui-Hsien Chang | en |
| dc.subject.keyword | 德基水庫,植生過濾帶,水質模式,營養鹽削減效益,最佳化配置, | zh_TW |
| dc.subject.keyword | Techi Reservoir,Vegetative filter strips,Water quality model,Nutrient reduction effects,Optimization of configuration strategies, | en |
| dc.relation.page | 142 | - |
| dc.identifier.doi | 10.6342/NTU202303244 | - |
| dc.rights.note | 未授權 | - |
| dc.date.accepted | 2023-08-10 | - |
| dc.contributor.author-college | 生物資源暨農學院 | - |
| dc.contributor.author-dept | 生物環境系統工程學系 | - |
| 顯示於系所單位： | 生物環境系統工程學系 | |
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