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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 譚義績 | |
| dc.contributor.author | Tak-Hou Chan | en |
| dc.contributor.author | 陳德豪 | zh_TW |
| dc.date.accessioned | 2021-05-20T21:37:40Z | - |
| dc.date.available | 2010-08-16 | |
| dc.date.available | 2021-05-20T21:37:40Z | - |
| dc.date.copyright | 2010-08-16 | |
| dc.date.issued | 2010 | |
| dc.date.submitted | 2010-08-13 | |
| dc.identifier.citation | 內政部土地重劃工程局,「農地重劃區農路、水路建造物規格手冊」,2004
行政院農業委員會漁業署,「漁業年報」,2008。 陳弘凷、周志芳、林志翰,「嘉義新塭地區綜合治水及土地復育規劃」,第十三屆海峽兩岸水利科技交流研討會,2009。 侯文祥、葉曉娟,「利用微細氣泡機增氧對養鰻池節約地下水使用之效益研究」,台灣水利,55(4):67-76,2007。 曾國鋒, 「養殖工程學講義」,2006。 經濟部水利署水利規劃試驗所,「沿海漁塭養殖區之排水觀測與排洪特性研究(1/2)」,2009。 經濟部水利署水利規劃試驗所,「嘉義沿海地區國土復育及永續發展規劃」,2008。 經濟部水利處水利規劃試驗所,嘉義沿海地區綜合治水規劃(北港溪以南至朴子溪以北),2008。 詹文懋,「區域排水系統閘門、泵整合應用之研究(以東石抽水站為例)」,國立成功大學水利及海洋工程研究所碩士論文,1999。 鄭耀智,「雲林縣新港北養殖區共同引水設施調查規劃」,2006 J. Kipkemboi, A.A. van Dam, J.M. Mathooko, P. Denny, “ Hydrology and the functioning of seasonal wetlandaquaculture–agriculture systems (Fingerponds) at the shores of Lake Victoria, Kenya,” Aquacultural Engineering, Vol.37,pp. 202–214,2007. Sing-Hwa Hu, “ Introduction to the Design of Coastal Aquaculture Systems in Taiwan,” Aquacultural Engineering,Vol. 5,pp.235-252,1986 V.A. Tsihrintzis, G.K. Sylaios,M. Sidiropoulou, E.T. Koutrakis, “Hydrodynamic modeling and management alternatives in a Mediterranean, fishery exploited, coastal lagoon,” Aquacultural Engineering,Vol. 36,pp. 310–324,2007 Wheaton F.W. , “ Aquacultural Engineering”, 1985 | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/10539 | - |
| dc.description.abstract | 臺灣位處於西太平洋颱風路徑影響範圍,經常遭受颱風及西南氣流所產生之豪大雨的威脅,若颱風豪雨期間遇上漲潮時段,容易形成海水倒灌造成更嚴重的災害。魚塭被認定為具有滯洪的特性,可是對於其較為詳細的研究資料卻不充足,本研究目的是調查及分析魚塭之排水特性,並利用颱風來臨前之時間,套用氣象局預測之降雨量、當地雨型及潮位,分析魚塭排水對排水系統之影響。在屏東,多為初始水深1.5m的魚塭(總高3m),水體體積大,不需考慮鹽度條件,只需考慮防止溢堤的狀況,嘉義實驗區養殖池初始水深平均約為1m,堤頂高約1.7m,可容忍之降雨水深約0.2m,排洪時需考慮鹽度變化。調節排水時間達到最大滯洪效果,計算養殖池需預留的深度,在洪鋒來臨前預先排水,保留養殖池容量,增加滯洪效果。建議建立中央抽水系統,關閉防潮閘門,可降低潮汐影響,另外抽排用水取自同一水路,不能確保水質。實驗區建立中央海水供應系統供沿海魚塭利用,好處有二,第一,魚塭不需抽取排水路之漲潮水,防潮閘門可確實關閉,降低排水系統水位;第二,同一排水路不應用作取水和排水,容易交叉污染,若建立中央海水供應系統,取水可作水質處理及檢驗,可確保水質。 | zh_TW |
| dc.description.abstract | Taiwan is frequently hit by typhoons and the southwest air current. It generated heavy rain. If rain during the high tide period, easy to form water intrusion or caused serious disaster especially in low-lying coastal areas. Fish ponds were identified as having the characteristics of flood protection, but for the more detailed research data is not much. Using the local rainfall pattern and tide, analyze the impact of derivation of the pond drainage on the drainage system. In Pingtung, the initial depth of 1.5m over the fish ponds (total 3 meters high), a large volume of water, irrespective of salinity just consider the situation to prevent overflow, the Chiayi area ponds initial average depth is about 1 meter and the dam high about 1.7 meters. The capacity of depth is about 0.2 meters; drainage should be considered when the salinity change. According to the maximum flow time adjusting drainage time, calculate the depth of ponds to be reserved in advance before the arrival of the maximum flow, retention ponds capacity, and increase flood detention effect. Proposed establishment of a central pumping system, the benefits of two points, first, close the downstream floodgate can reduce the tidal effects. Second, the drainage water easy to cross-contamination, if the establishment of a central water supply system, water can be used for water treatment and testing, to ensure water quality. | en |
| dc.description.provenance | Made available in DSpace on 2021-05-20T21:37:40Z (GMT). No. of bitstreams: 1 ntu-99-R97622026-1.pdf: 4987835 bytes, checksum: 4d2beecc3a9079bf836a47f1b89ab175 (MD5) Previous issue date: 2010 | en |
| dc.description.tableofcontents | 謝誌............................................I
中文摘要........................................II Abstract........................................III 目錄............................................IV 圖目錄..........................................VII 第一章緒論......................................1 1.1研究背景與動機...............................1 1.2研究目的.....................................1 1.3研究方法.....................................2 第二章 文獻回顧 ................................4 2.1魚塭文獻回顧 ................................4 2.2 SWMM之文獻回顧..............................8 2.3氣候變遷.....................................9 2.4 General Watershed Loading Function(GWLF)....9 第三章 現地調查資料及概述.......................11 3.1 選取實驗地點................................11 3.2實驗地點之養殖池結構.........................14 3.3水產分佈及生存條件...........................16 3.4 漁民之養殖現況..............................19 3.5養殖池之抽排原則.............................19 3.5-1抽水原則...................................19 3.5-2排水原則...................................19 3.6 養殖池排水能力調查..........................20 3.6-1魚池抽排水馬達動力調查.....................20 3.7養殖池排水方向調查...........................21 3.8現地觀測資料.................................21 3.8-1水位調查結果...............................21 3.8-2漲退潮之水質變化...........................22 3.9小結.........................................27 第四章 排水模式建立.............................28 4.1研究範圍與限制...............................28 4.2研究流程.....................................28 4.3模式理論.....................................29 4.4 實驗區之雨量及潮位..........................37 4.5 排水道斷面..................................38 4.6養殖池之建立.................................38 4.7 排水路測試率定..............................41 第五章 不同條件下排水路之比較與分析.............45 5.1閘門及潮位之影響.............................46 5.2起抽水位之影響...............................48 5.3 不同鹽度之影響..............................50 5.4 溢流條件及鹽度條件之關係....................58 5.5 分析滯洪效果................................58 5.6評估漁塭抽排策略.............................59 5.7氣候變遷對排水路之影響.......................63 第六章 結論與建議...............................70 6.1結論.........................................70 6.2建議.........................................71 參考文獻........................................72 | |
| dc.language.iso | zh-TW | |
| dc.title | 豪雨期間魚塭排水特性之研究及其對區域排水系統之影響評估 | zh_TW |
| dc.title | A study of the drainage property of fish ponds during heavy rainfall and its impacts on regional drainage systems | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 98-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.coadvisor | 賴進松 | |
| dc.contributor.oralexamcommittee | 陳弘?,侯文祥,林尉濤,潘宗毅 | |
| dc.subject.keyword | 淹水,排水,魚塭,排水系統, | zh_TW |
| dc.subject.keyword | inundation,disaster,fish pond,Drainage system, | en |
| dc.relation.page | 73 | |
| dc.rights.note | 同意授權(全球公開) | |
| dc.date.accepted | 2010-08-15 | |
| 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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|---|---|---|---|
| ntu-99-1.pdf | 4.87 MB | Adobe PDF | 檢視/開啟 |
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