請用此 Handle URI 來引用此文件:
http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/92908
完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 陳發林 | zh_TW |
dc.contributor.advisor | Falin Chen | en |
dc.contributor.author | 蔡宗翰 | zh_TW |
dc.contributor.author | Tzong-Hann Tsai | en |
dc.date.accessioned | 2024-07-04T16:08:53Z | - |
dc.date.available | 2024-07-05 | - |
dc.date.copyright | 2024-07-04 | - |
dc.date.issued | 2024 | - |
dc.date.submitted | 2024-06-11 | - |
dc.identifier.citation | [1]高屏溪流域管理委員會, ”110 年高屏溪流域管理工作執行年報,”2022
[2]許稚佳,曾梓倩, ”酷暑!熱傷害送醫人次暴增 這 3 縣市熱爆創 6 年新高,” 07-04,2023;https://tw.news.yahoo.com/%E9%85%B7%E6%9A%91-%E7%86%B1%E5%82%B7%E5%AE%B3%E9%80%81%E9%86%AB%E4%BA%BA%E6%AC%A1%E6%9A%B4%E5%A2%9E-%E9%80%993%E7%B8%A3%E5%B8%82%E7%86%B1%E7%88%86%E5%89%B56%E5%B9%B4%E6%96%B0%E9%AB%98-052728152.html [3]經濟部水利署水利規劃試驗所, “高屏溪治理基本計畫 (第一次修訂),” 2008 [4]王馨儀, “水庫拉警報!從南到北 3 大水庫蓄水量不到 21% 這座僅7%,”04-17,2024; https://www.msn.com/zh-tw/news/living/%E6%B0%B4%E5%BA%AB%E6%8B%89%E8%AD%A6%E5%A0%B1-%E5%BE%9E%E5%8D%97%E5%88%B0%E5%8C%973%E5%A4%A7%E6%B0%B4%E5%BA%AB%E8%93%84%E6%B0%B4%E9%87%8F%E4%B8%8D%E5%88%B021-%E9%80%99%E5%BA%A7%E5%83%857/ar-BB1lKcU7?ocid=msedgdhp&pc=U531&cvid=9a5192c00ffe4dd0b0e9bee79b4fb722&ei=38 [5]高屏溪流域管理委員會, “98 年高屏溪流域管理工作執行年報,” 2010 [6]經濟部水利署, ”高屏溪流域 100~103 年整治綱要檢討計畫,” 2011 [7]高屏溪流域管理委員會, “高屏溪流域整體經理綱要計畫 (核定本),” 2016 [8] Los Angeles County, “LA River Master Plan,” 2022 [9]經濟部水利署第七河川分署, “高屏溪,” 2021 https://www.wra07.gov.tw/cp.aspx?n=12494 [10]經濟部水利署南區水資源分署, “高屏溪流域地下水運作概況,” 2023 https://www.wrasb.gov.tw/cp.aspx?n=31382 [11]經濟部水利署, “110 年各區域縣市用水量分析,” 2022 [12]李根政, “百年大旱救高雄的伏流水,二峰圳顛覆的取水思維,”09-01,2021 https://www.cet-taiwan.org/node/4007 [13]財團法人農業工程研究中心, “水工構造物規劃設計項目及設計規範確認,” 2022 [14]屏東縣政府, “大潮州地下水補注湖 第 1 期工程實施計畫,” 2013 [15]廖靜蕙,“以濕地概念營造地下水庫 大潮州人工湖要讓「洪水資源化」,”03-21,2022;https://earthday.org.tw/archives/2269 [16]經濟部水利署南區水資源分署, “高雄地區自來水源供需,” 2024 https://www.wrasb.gov.tw/cp.aspx?n=31373 [17]經濟部水利署南區水資源分署, “高屏溪伏流水運作概況, ” 2024 https://www.wrasb.gov.tw/cp.aspx?n=31381 [18]經濟部水利署水文資訊網; https://gweb.wra.gov.tw/hydroinfo/ | - |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/92908 | - |
dc.description.abstract | 本研究旨在探討高屏溪主流水資源的管理和利用,以確保高屏地區的水源供應穩定可靠。根據研究結果顯示,高屏溪主流年均逕流量為 63.35 億立方公尺,而本研究所規劃的高屏溪主流河道總蓄水量達 7.54 億噸,超過了高屏地區年工業用水與民生用水的總量 7.11 億噸,為當地居民提供了一個驚人的備用水源。即使一整年沒有新的水資源注入,蓄滿水的河道和人工湖也足以支持高屏地區居民的日常生活需求。考慮到高屏地區人民每日平均用水量為 177.5 萬噸,即使在枯水期完全沒有新的水源注入,這個系統也可以支持高屏地區長達 126 天的用水需求。這樣的規劃和設計使得高屏地區的用水供應更加穩定可靠,即使面臨極端乾旱或其他水資源壓力,也能夠保障當地居民的基本生活需求。同時,這也為當地的工業生產和農業發展提供了可靠的水源保障,對於高屏地區的經濟社會發展具有積極的促進作用。
高屏溪主流每季的平均逕流量呈現出明顯的季節性變化,其中至少有三季的時間裡,高屏溪主流的水量足以將本研究所規劃的高屏溪主流河道填滿。這也意味著,高屏地區一年 12.9 億噸的農業用水需求是可以負擔得起的。考慮到農業用水只有六成是直接從河道取水,即只需負擔 7.74 億噸的水量,這更加確保了農業用水的可持續供應。這些數據反映了本研究規劃之高屏溪主流河道水資源的充足性,並且強調了在合理規劃和管理下,農業、工業和民生用水的需求是可以得到充分滿足的。 此外,本研究在地下水補注方面每年可補注 5.13 億噸的地下水,而高屏地區年均地下水抽取量僅為 5,221 萬噸。這意味著補注量遠高於抽取量,為高屏地區的地下水提供了充足的補注量。這樣的情況有利於地下水資源的穩定性和可持續性,同時也為地下水的合理利用提供了更多的機會。由於補注量遠高於抽取量,高屏地區有潛力抽用更多的地下水,以滿足不同部門的需求,包括農業、工業和民生用水。這為地下水的合理管理和利用提供了更多的彈性,同時也有助於減少對地表水資源的依賴,提高水資源的整體利用效率。 | zh_TW |
dc.description.abstract | The study aims to investigate the management and utilization of water resources in the mainstream of the Gaoping River, ensuring a stable and reliable water supply for the Gaoping region. According to the research findings, the annual average flow rate of the Gaoping River mainstream is 63.35 billion cubic meters. The total water storage capacity planned for the Gaoping River mainstream reaches 7.54 billion tons,surpassing the total amount of industrial and domestic water use in the Gaoping region, which is 7.11 billion tons. This provides an astonishing backup water source for local residents. Even without new water resources injected throughout the year, the fully stocked river channels and artificial lakes are sufficient to support the daily water needs of the Gaoping region's residents. Considering that the average daily water consumption per person in the Gaoping region is 1.775 million tons, this system can meet the water demand for up to 126 days even during the dry season without new water sources. Such planning and design ensure a more stable and reliable water supply for the Gaoping region, even in the face of extreme drought or other water resource pressures. It also provides a reliable water supply guarantee for local industrial production and agricultural development, contributing positively to the economic and social development of the Gaoping region.
The average flow rate of the Gaoping River mainstream exhibits significant seasonal variations each quarter. At least three quarters of the time, the water volume of the Gaoping River mainstream is sufficient to fill the Gaoping River mainstream channels planned in this study. This also means that the annual demand for agricultural water of 1.29 billion tons in the Gaoping region is affordable. Considering that only 60% of agricultural water is directly taken from river channels, accounting for only 774 million tons of water, this further ensures the sustainable supply of agricultural water. These data reflect the adequacy of water resources in the Gaoping River mainstream planned in this study and emphasize that under reasonable planning and management, the demands for agricultural, industrial, and domestic water can be fully met. Furthermore, the study proposes an annual groundwater replenishment of 513 million tons, while the annual average groundwater extraction in the Gaoping region is only 52.21 million tons. This indicates that the replenishment volume far exceeds the extraction volume, providing sufficient replenishment for groundwater resources in the Gaoping region. This situation is favorable for the stability and sustainability of groundwater resources and provides more opportunities for the rational utilization of groundwater. With the replenishment volume far exceeding the extraction volume, there is potential for the Gaoping region to extract more groundwater to meet the needs of different sectors, including agriculture, industry, and domestic water use. This provides more flexibility for the rational management and utilization of groundwater while also helping reduce dependence on surface water resources and improve the overall efficiency of water resource utilization. | en |
dc.description.provenance | Submitted by admin ntu (admin@lib.ntu.edu.tw) on 2024-07-04T16:08:53Z No. of bitstreams: 0 | en |
dc.description.provenance | Made available in DSpace on 2024-07-04T16:08:53Z (GMT). No. of bitstreams: 0 | en |
dc.description.tableofcontents | 致謝 ................................................................ I
摘要 ............................................................... II ABSTRACT .......................................................... III 目次 ................................................................ V 圖次 .............................................................. VII 表次 ................................................................ X 第一章 緒論 ......................................................... 1 1.1研究背景 ....................................................... 1 1.2研究動機 ....................................................... 5 1.3文獻回顧 ....................................................... 7 1.3.1 高屏溪流域的治理規劃 ...................................... 7 1.3.2 洛杉磯河的治理計畫 ....................................... 10 第二章 研究設計 .................................................... 13 2.1研究目標 ...................................................... 13 2.1.1 目標一:降低洪水風險並提高抗災能力 ........................ 13 2.1.2 目標二:提高當地供水可靠性 ................................ 14 2.2研究方法 ...................................................... 15 第三章 資料收集與分析 .............................................. 17 3.1高屏溪河道資料 ................................................ 17 3.2高屏溪流量資料 ................................................ 18 3.3高屏溪降雨量資料 .............................................. 20 3.4高屏地區地下水資料 ............................................ 21 3.5高屏溪河道底床高程資料 ........................................ 24 3.6高屏溪河床之曼寧係數 .......................................... 25 3.7高屏溪重現期距洪峰流量 ........................................ 25 3.8高屏地區年用水量資料 .......................................... 26 3.9高屏溪伏流水取水量 ............................................ 28 第四章 河道設計與規劃 .............................................. 30 4.1河道設計 ...................................................... 30 4.1.1規劃要點 .................................................. 30 4.1.2流量及流速計算方式 ........................................ 33 4.2整體規劃 ...................................................... 34 4.2.1高屏溪主流各河段設計與評估 ................................ 40 4.2.2 高屏溪主流河段1(河床高度25m~20m) ......................... 41 4.2.3 高屏溪主流河段2(河床高度20m~15m) ......................... 46 4.2.4 高屏溪主流河段3(河床高度15m~10m) ......................... 51 4.2.5 高屏溪主流河段4(河床高度10m~5m) .......................... 56 4.2.6 高屏溪主流河段5(河床高度5m~0m) ........................... 61 4.2.7 高屏溪人工湖A ............................................ 66 4.2.8 高屏溪人工湖B ............................................ 68 4.2.9 高屏溪人工湖C ............................................ 71 第五章 結論與未來展望 .............................................. 74 5.1結論 .......................................................... 74 5.2未來展望 ...................................................... 75 參考文獻 ........................................................... 76 | - |
dc.language.iso | zh_TW | - |
dc.title | 高屏溪河道整治與蓄水量評估(從里嶺橋到出海口) | zh_TW |
dc.title | Rehabilitation and Reservoir Capacity Assessment of the Kaoping River Channel(From Liling Bridge to Estuary) | en |
dc.type | Thesis | - |
dc.date.schoolyear | 112-2 | - |
dc.description.degree | 碩士 | - |
dc.contributor.oralexamcommittee | 張敏興;羅安成 | zh_TW |
dc.contributor.oralexamcommittee | Min-Hsing Chang;An-Cheng Ruo | en |
dc.subject.keyword | 高屏溪,水資源管理,河道整治,蓄水量,地下水補注, | zh_TW |
dc.subject.keyword | Gaoping River,water resources management,river channel regulation,water storage capacity,groundwater replenishment, | en |
dc.relation.page | 76 | - |
dc.identifier.doi | 10.6342/NTU202401120 | - |
dc.rights.note | 同意授權(全球公開) | - |
dc.date.accepted | 2024-06-12 | - |
dc.contributor.author-college | 工學院 | - |
dc.contributor.author-dept | 應用力學研究所 | - |
顯示於系所單位: | 應用力學研究所 |
文件中的檔案:
檔案 | 大小 | 格式 | |
---|---|---|---|
ntu-112-2.pdf | 5.21 MB | Adobe PDF | 檢視/開啟 |
系統中的文件,除了特別指名其著作權條款之外,均受到著作權保護,並且保留所有的權利。