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| ???org.dspace.app.webui.jsptag.ItemTag.dcfield??? | Value | Language |
|---|---|---|
| dc.contributor.advisor | 童心欣 | zh_TW |
| dc.contributor.advisor | Hsin-Hsin Tung | en |
| dc.contributor.author | 吳祈賢 | zh_TW |
| dc.contributor.author | Qi-Xian Wu | en |
| dc.date.accessioned | 2024-09-25T16:15:32Z | - |
| dc.date.available | 2024-09-26 | - |
| dc.date.copyright | 2024-09-25 | - |
| dc.date.issued | 2024 | - |
| dc.date.submitted | 2024-09-04 | - |
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| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/95943 | - |
| dc.description.abstract | 面對持續升高的地表溫度，如何增加碳匯以平衡碳源成為迫在眉睫的議題。其中，濕地作為甲烷的自然排放源卻也具有碳匯的潛力。而利用人工濕地處理廢水的能耗大幅低於其他處理程序，若能解決甲烷排放的問題便可使人工濕地成為扭轉全球暖化的關鍵。生物炭為生物質經高溫熱裂解後的產物，並於許多研究中被證明具有改質土壤及降低溫室氣體排放的潛力。本研究利用不同生物炭比例改質人工濕地，並調整進流鹽度(0、5、10、15 psu)以檢視生物炭改質感潮人工濕地的潛力。結果顯示0 psu 時，添加25%、50%及100%生物炭的人工濕地與未添加生物炭的人工濕地比約可降低 44%、69.6%、81.6%的甲烷通量。5 psu 時， 添加25%、50%及 100%生物炭的人工濕地與未添加生物炭的人工濕地比約可降低12.2%、9.5%、76.3%的甲烷通量。10 psu時，添加 25%生物炭的人工濕地與未添加生物炭的人工濕地比約增加3.4%的甲烷通量，而添加 50%及 100%生物炭的人工濕地與未添加生物炭的人工濕地比約可降低 47.2%、61.2%的甲烷通量。15 psu時，添加25%生物炭的人工濕地與未添加生物炭的人工濕地比約增加2.7%的甲烷通量，添加 50%及 100%生物炭的人工濕地與未添加生物炭的人工濕地比約可降低38.1%、46.7%的甲烷通量。功能性基因的結果顯示，生物炭可以有效提高甲烷氧化菌、硫酸鹽還原菌及硝化菌的相對豐度，使其甲烷通量大幅低於未改質的人工濕地。而於感潮人工濕地中，生物炭仍可提高甲烷氧化菌、硫酸鹽還原菌及硝化菌的相對豐度並減少甲烷通量。然而，感潮濕地中硫酸鹽還原菌對甲烷通量的影響仍需更進一步的研究。 | zh_TW |
| dc.description.abstract | Facing the rising global surface temperature, increasing carbon sinks to balance carbon sources has become an urgent issue. Wetlands, although natural sources of methane emissions, also possess potential as carbon sinks. Utilizing constructed wetlands for wastewater treatment consumes significantly less energy than other treatment processes. If the issue of methane emissions can be addressed, constructed wetlands could become a key factor in mitigating global warming. Biochar, a product of biomass pyrolysis at high temperatures, has been proven in many studies to have the potential for soil amendment and reducing greenhouse gas emissions. This study used different proportions of biochar to amend constructed wetlands and adjusted the inflow salinity (0, 5, 10, 15 psu) to assess the potential of biochar-amended tidal constructed wetlands. The result showed that at the salinity of 0 psu, methane flux of constructed wetlands with 25%, 50%, and 100% biochar additions can be reduced by approximately 44%, 69.6%, and 81.6%, respectively, compared to constructed wetlands without biochar. At the salinity of 5 psu, the methane flux of constructed wetlands with 25%, 50%, and 100% biochar additions can be reduced by approximately 12.2%, 9.5%, and 76.3%, respectively, compared to those without biochar. At the salinity of 10 psu, the methane flux of constructed wetlands with 25% biochar addition increased by approximately 3.4% compared to those without biochar, while the methane flux of constructed wetlands with 50% and 100% biochar additions can be reduced by approximately 47.2% and 61.2%, respectively, compared to those without biochar. At the salinity of 15 psu, the methane flux of constructed wetlands with 25% biochar addition increased by approximately 2.7% compared to those without biochar, while the methane flux of constructed wetlands with 50% and 100% biochar additions can be reduced by approximately 38.1% and 46.7%, respectively, compared to those without biochar. Functional gene analysis shows that biochar effectively increases the relative abundance of methanotrophs, sulfate-reducing bacteria, and nitrifying bacteria, leading to significantly lower methane flux in biochar-amended constructed wetlands compared to those without biochar. Furthermore, biochar continues to enhance the relative abundance of methanotrophs, sulfate-reducing bacteria, and nitrifying bacteria in tidal constructed wetland, thereby reducing methane flux. However, the influence of sulfate-reducing bacteria on methane flux in tidal constructed wetland requires further investigation. | en |
| dc.description.provenance | Submitted by admin ntu (admin@lib.ntu.edu.tw) on 2024-09-25T16:15:32Z No. of bitstreams: 0 | en |
| dc.description.provenance | Made available in DSpace on 2024-09-25T16:15:32Z (GMT). No. of bitstreams: 0 | en |
| dc.description.tableofcontents | 誌謝 i
摘要 ii ABSTRACT iii 目次 v 圖次 viii 表次 xi 1 第一章 前言 1 1.1 研究背景 1 1.2 研究目的與假說 2 2 第二章 文獻回顧 3 2.1 溫室效應 3 2.2 濕地及人工濕地 5 2.3 生物炭 6 2.3.1 生物炭與土壤 6 2.3.2 生物炭與濕地 7 2.3.3 鹽度與人工濕地 7 2.4 濕地中的生地化循環 8 2.4.1 甲烷循環 8 2.4.2 氮循環 11 2.4.3 硫循環 11 2.5 本論文填補之知識缺口 12 3 第三章 材料與研究方法 13 3.1 實驗架構 13 3.2 人工濕地建立 14 3.2.1 生物炭性質 15 3.2.2 土壤性質 16 3.3 人工廢水組成 17 3.3.1 人工廢水之鹽度 18 3.4 樣品蒐集及分析 18 3.4.1 水樣收集及水質分析 18 3.4.2 氣樣收集及通量分析 21 3.4.3 土樣收集及功能性基因分析 22 4 第四章 結果 28 4.1 人工濕地溫室氣體通量 28 4.1.1 甲烷通量 28 4.1.2 二氧化碳通量 30 4.2 人工濕地出流水質 32 4.2.1 COD去除率 32 4.2.2 總氮去除率 34 4.2.3 出流廢水中的氮物種 36 4.2.4 pH及溶氧 39 4.3 功能性基因 42 4.3.1 不同鹽度下各功能性基因於不同深度之熱圖 42 4.3.2 功能性基因與生物炭、鹽度及甲烷通量之關係 46 4.4 生物炭、鹽度與水質的相關性熱圖 49 4.5 多變量分析 50 4.5.1 水質與氣體通量 50 4.5.2 基因與氣體通量 51 5 第五章 討論 54 5.1 不同生物炭比例下溫室氣體通量與水質之關係 54 5.2 生物炭、鹽度對功能性基因的影響 54 5.3 深度與功能性基因之關係 56 5.4 鹽度與水質之關係 57 5.5 生物炭及鹽度對溫室氣體通量之關係 57 6 第六章 結論與建議 59 6.1 結論 59 6.2 建議 59 6.3 利用生物炭改質人工濕地的最佳環境 59 參考文獻 61 7 第七章 附錄 73 | - |
| dc.language.iso | zh_TW | - |
| dc.title | 生物炭與鹽度對人工濕地溫室氣體排放之影響 | zh_TW |
| dc.title | The effects of biochar and salinity on greenhouse gas emission from constructed wetland | en |
| dc.type | Thesis | - |
| dc.date.schoolyear | 113-1 | - |
| dc.description.degree | 碩士 | - |
| dc.contributor.oralexamcommittee | 楊姍樺;塗子萱 | zh_TW |
| dc.contributor.oralexamcommittee | Shan-Hua Yang;Tzu-Hsuan Tu | en |
| dc.subject.keyword | 人工濕地,生物炭,土壤改質,鹽度變化, | zh_TW |
| dc.subject.keyword | Constructed wetland,Biochar,soil modification,salinity, | en |
| dc.relation.page | 73 | - |
| dc.identifier.doi | 10.6342/NTU202404337 | - |
| dc.rights.note | 未授權 | - |
| dc.date.accepted | 2024-09-05 | - |
| dc.contributor.author-college | 工學院 | - |
| dc.contributor.author-dept | 環境工程學研究所 | - |
| Appears in Collections: | 環境工程學研究所 | |
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| ntu-113-1.pdf Restricted Access | 4.57 MB | Adobe PDF |
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