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  1. NTU Theses and Dissertations Repository
  2. 生物資源暨農學院
  3. 生物環境系統工程學系
請用此 Handle URI 來引用此文件: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/36643
完整後設資料紀錄
DC 欄位值語言
dc.contributor.advisor張文亮
dc.contributor.authorChih-Feng Huangen
dc.contributor.author黃智鋒zh_TW
dc.date.accessioned2021-06-13T08:09:10Z-
dc.date.available2005-07-27
dc.date.copyright2005-07-27
dc.date.issued2005
dc.date.submitted2005-07-21
dc.identifier.citation(1) 林欣怡, 2000,以礫石床人工溼地處理工業廢水之研究,國立中山大學海洋環境及工程學系碩士論文。
(2) Billore, S. K., Singh, N., J. Sharma, K. and P. Dass. 1999. Horizontal subsurface flow gravel bed constructed wetland with phragmites karka in central india, Water Science and Technology, Vol. 40, No. 3, pp. 163-171.
(3) Bonomo, L., Pastorelli, G. and N. Zambon. 1997. Advantages and limitations of duckweed-based wastewater treatment systems, Water Science and Technology, Vol. 35, No. 5, pp. 239-246.
(4) Brix, H. 1994. Functions of macrophytes in constructed wetlands, Water Science and Technology, Vol. 29, No. 4, pp. 71-78.
(5) Brix, H. 1997. Do macrophytes play a role in constructed treatment wetlands?, Water Science and Technology, Vol. 35, No. 5, pp. 11-17.
(6) Brix, H., Sorrell, B. K. and P. T. Orr. 1992. Internal pressurization and convective gas-flow in some emergent fresh-water macrophytes, Limnology and Oceanography, Vol. 37, No. 7, pp. 1420-1433.
(7) Constructed Wetlands Treatment of Municipal Wastewaters, EPA/625/R- 99/010, U.S. EPA, 2000.
(8) Debusk, T. A. and K. R. Reddy. 1987. BOD removal in floating aquatic macrophyte-based waste-water treatment systems, Water Science and Technology, Vol. 19, No. 12, pp. 273-279.
(9) Hammer, D. A. (editor). 1989. Constructed Wetlands for Wastewater Treatment: Municipal, Industrial, and Agricultural. Lewis Publishers, Michigan. U.S.
(10) Hammer, D. A. and R. L. Knight. 1994. Designing constructed wetlands for nitrogen removal, Water Science and Technology, Vol. 29, No. 4, pp. 15-27.
(11) Karathanasis, A. D., Potter, C. L. and M. S. Coyne. 2003. Vegetation effects on fecal bacteria, bod, and suspended solid removal in constructed wetlands treating domestic wastewater, Ecological Engineering, Vol. 20, No. 2, pp. 157-169.
(12) Klomjek, P. and S. Nitisoravut. 2005. Constructed treatment wetland: a study of eight plant species under saline conditions, Chemosphere, Vol. 58, No. 5, pp. 585-593.
(13) Moore, J. A., Skarda, S. M. and R. Sherwood. 1994. Wetland treatment of pulp mill wastewater, Water Science and Technology, Vol. 29, No. 4, pp. 241-247.
(14) Solano, M. L., Soriano, P. and M. P. Ciria. 2004. Constructed wetlands as a sustainable solution for wastewater treatment in small villages, Biosystems Engineering, Vol. 87, No. 1, pp. 109-118.
dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/36643-
dc.description.abstract以現地試驗方式,進行不同水生植物對水中生化需氧量移除之效果探討。以供人工濕地自然淨化作用,採用水生植物種類,及其管理建議。於台北縣新海橋下人工濕地,選定15種優勢物種,以一有植栽試驗桶搭配一無植栽試驗桶設置。每隔固定滯留時間進行採樣,對其株高、植物密度等指標作調查,並分析其桶內與入流之生化需氧量濃度。
不同植物之一階反應速率常數如下,水龍為0.215、覆瓦狀莎草為0.450、高野黍0.386、荸薺為0.311、大安水蓑衣為0.260、馬藻為0.221、斷節莎為0.316、過長沙為0.099、田字草為0.305、水毛花為0.068、開卡蘆為0.432、異花莎草為0.211、水丁香為0.207、青萍為0.093、香蒲為0.350。斷節莎、過長沙、開卡蘆、香蒲,隨生長天數增加而移除量增加;水龍、覆瓦狀莎草、高野黍、荸薺、大安水蓑衣、馬藻、田字草、水毛花、異花莎草、水丁香、青萍,則隨生長天數增加而下降。此外,對於不同植物有不同之入流濃度限制,如對於覆瓦狀莎草,入流濃度需達51.1 mg/l,水龍是7.4 mg/l、大安水蓑衣為7.9 mg/l、馬藻為8.2 mg/l、斷節莎為43.8 mg/l、過長沙為29.9 mg/l、田字草為12.2 mg/l、水毛花為14.5 mg/l、香蒲為10.1 mg/l,才有顯著移除量之產生。而高野黍、荸薺、開卡蘆、異花莎草、水丁香、青萍,則在極低之入流BOD濃度下,即有移除量。人工濕地中移除生化需氧量之最佳植物,依其k20值作為排序,依序為k20值0.432的開卡蘆,0.386的高野黍,0.211的異花莎草。
zh_TW
dc.description.abstractThe purpose of this study is to investigate efficiency of natural purification of aquatic plants in constructed wetland, and to manage different kinds of macrophytes. Two pots were arranged for each species, one planted and the other unplanted. Aquatic planted pots were sampled to analyze their heights densities of plants and BOD.
In this study, fifteen species of aquatic plants were chosen. And, Phragmites vallatoria (Pluk. Ex L.), Eriochloa prrocera Retz., Cyperus difformis Linn., were suggested to be more suitable for reducing the concentration of BOD than other plants. The reducing rate constants were caculated 0.432, 0.386, and 0.211, respectively. However removal efficiencies of macrophytes depend on influent hydraulic loading rates. There is limitation in influent hydraulic loading rates. Some aquatic plant removal BOD as influent rate must reach a critertia concentration. And, some macrophytes don’t perform efficifiency removal of BOD until the hydraulic loading rates reach particular concentration, such as Ludwigia adscendens, Hygrophila pogonocalyx Hayata, Potamogeton crispus, Torulinium odoratum, Bacopa monnieri, Marsilea minuta, Schoenoplectus mucronatus subsp. Robustus, Typha angustifolia L.. The minimun hydraulic loading rates of this eight species are 7.4 mg/l, 7.9 mg/l, 8.2 mg/l, 43.8 mg/l, 29.9 mg/l, 12.2 mg/l, 14.5 mg/l and, 10.1 mg/l.
en
dc.description.provenanceMade available in DSpace on 2021-06-13T08:09:10Z (GMT). No. of bitstreams: 1
ntu-94-R92622005-1.pdf: 2000702 bytes, checksum: 63c9a109727f2209f11a58e5d59cdb68 (MD5)
Previous issue date: 2005
en
dc.description.tableofcontents中文摘要 Ⅰ
英文摘要 Ⅱ
目錄 Ⅲ
表目錄 V
圖目錄 Ⅵ

第一章、導論 1
1.1 前言 1
1.2 濕地的定義與功能 2
1.3 人工濕地的定義與類型 3
1.4 水生植物 5
1.5 污染去除機制 6
1.6 水生植物去污效果 8
1.7 國內人工濕地案例 10
1.8 研究目的 11
第二章、理論方法 12
2.1 一階反應動力式 12
2.2 溫度修正係數 13
2.3 葉面積指數 13
2.4 一階反應速率常數比值 13
2.5 水中生化需氧量移除量 14
2.6 水中生化需氧量移除量百分比 15
2.7 蒸發散量與蒸發量比值 15
第三章、材料與方法 16
3.1 試區概述 16
3.2 試驗方法 18
3.2.1植物種類調查 18
3.2.2試驗植物選定 21
3.2.3試區設置 22
3.2.4採樣方式 24
3.2.5試驗記錄項目 24

第四章、結果與討論 26
4.1 入流濃度 26
4.2 水中生化需氧量移除量與生長天數 27
4.3 入流生化需氧量濃度與移除量百分比 30
4.4 一階反應速率常數比值 32
4.5 一階反應速率常數比值與葉面積指數 36
4.6 一階反應速率常數比值與蒸發散量、蒸發量比值 37

第五章、結論與建議 38

參考文獻 40
附錄 A A-1
附錄 B B-1
附錄 C C-1
附錄 D D-1
dc.language.isozh-TW
dc.title水生植物在人工濕地淨化作用之探討zh_TW
dc.titleAquatic Plants Influence Treatment Performance in Constructed Wetlandsen
dc.typeThesis
dc.date.schoolyear93-2
dc.description.degree碩士
dc.contributor.oralexamcommittee張尊國,張倉榮,尤少彬
dc.subject.keyword人工濕地,自然淨化作用,水生植物,生化需氧量,zh_TW
dc.subject.keywordConstructed wetlands,Natural purification,Macrophytes,BOD,en
dc.relation.page81
dc.rights.note有償授權
dc.date.accepted2005-07-21
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
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