請用此 Handle URI 來引用此文件:
http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/28741完整後設資料紀錄
| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 范正成 | |
| dc.contributor.author | Yin-Chieh Chen | en |
| dc.contributor.author | 陳映潔 | zh_TW |
| dc.date.accessioned | 2021-06-13T00:20:20Z | - |
| dc.date.available | 2014-08-15 | |
| dc.date.copyright | 2011-08-15 | |
| dc.date.issued | 2011 | |
| dc.date.submitted | 2011-08-04 | |
| dc.identifier.citation | 1. 行政院農委會(2005),「水土保持手冊植生方法篇」。
2. 經濟部水利處(2001),「白河水庫淤積清除規劃」。 3. 王鐵橋(2006),「邊坡綠化技術及其施工方法選擇」,中國水土保持科學,4(supp.):148-149。 4. 中興工程顧問社(1999),「水庫淤泥固化與棄置」,財團法人中興工程顧問社專案研究報告。 5. 中興工程顧問股份有限公司(2008),「石門水庫淤泥多元化處置方案評估規劃綜合報告」,經濟部水利署北區水資源局。 6. 李元智(2003),「南部橫貫公路中高海拔道路邊坡噴植植生工法之研究」,國立屏東科技大學水土保持系碩士班,碩士學位論文。 7. 林庭暐(2000) ,「不同黏著劑噴植對紅土礫石坡面保護與植物生長影響」,國立中興大學水土保持學系研究所,碩士論文。 8. 林信輝(2001),「水土保持植生工程」,高立圖書有限公司。 9. 林正芳、韋文誠、吳忠信(2002),「無機污泥材料化技術研究」,行政院環保署。 10. 林聖寰(2003),「淨水污泥取代黏土作為水泥生料對卜特蘭水泥影響之研究」,國立交通大學環境工程研究所,碩士論文。 11. 邱創益、陳振盛、林信輝(1989),「邊坡穩定植生技術暫行規範」,中華民國環境綠化協會編印。 12. 邱創益、陳慶雄、謝杉舟、陳光輝(1995)「噴播技術在植生方法之研究(二) 」,83年度水土保持及集水區經營研究計畫成果彙編,pp.238-242。 13. 范正成、陳榮河、羅漢強、楊文仁(2007),「邊坡穩定生態工程圖冊查詢系統及穩定性分析之研究」,農委會水土保持局。 14. 洪珮瑜(2000),「淨水污泥及其燒結體對銅、鉛離子之吸附反應」,國立台灣大學環境工程研究所,碩士論文。 15. 施幼娜(2004),「以選擇性離子交換樹脂抽出法評估添加堆肥處理降低污染土壤有效性六價鉻含量及植物毒性之效果」,國立台灣大學農業化學系研究所,碩士論文。 16. 孫國鼎(2001),「水庫淤泥及淨水污泥再利用製磚之研究」,國立交通大學環境工程所,碩士論文。 17. 徐慧玲(1998),「石門水庫淤泥添加燃煤飛灰燒製建材之研究」,國立成功大學資源工程研究所,碩士論文。 18. 許文年、王鐵橋 (2001),混凝土護坡綠化添加劑,專利、公開號:CN1358685A。 19. 許盈松(2002),「水庫淤砂再生資源技術研究」,經濟部水利署。 20. 許榮峰(2002) ,「土壤團粒化劑濃度對紅壤抗蝕性與種子發芽之研究」,國立中興大學水土保持學系研究所,碩士論文。 21. 許仁弘、吳玉珍編譯(2002),「園藝學」,財團法人徐氏文教基金會,pp.193。 22. 張添晉、陳榮藏、史午康、吳冠德(1998),「典型淨水場污泥之處理技術」,自來水會刊第十七卷第一期,pp.12-29。 23. 康世芳(2001),「淨水污泥餅再利用技術調查及應用於台北自來水事業處淨水場可行性評估」,台北自來水事業處委託研究計畫。 24. 陳仁炫、王銀波、黃山內、林慶喜(1991),「土壤管理手冊」,國立中興大學土壤調查中心,pp.199-251。 25. 陳志榮(2005),「改質水庫淤泥對水泥砂漿工程性質之影響」,國立成功大學土木工程研究所,碩士論文。 26. 黃忠信、郭文毅、彭淑娟(2004),「水庫淤泥生態性利用之整體研究」,行政院經濟建設委員會委託研究計畫。 27. 黃建霖、范正成、楊文仁(2009) ,「水泥噴凝植生敷蓋技術在混凝土陡坡之應用研究」,地工技術,第121期,pp.83-92。 28. 黃筱茜(2010),「評估淨水污泥及硫酸亞鐵對降低污染土壤中砷的有效性之效果」,國立台灣大學農業化學研究所,碩士論文。 29. 葉春爐(2007),「水庫淤泥回收作為土石資源利用之研究」,水利產業研討會。 30. 晶淨科技股份有限公司(2003),「自來水淨水場脫水污泥再利用之可行性研究」,台灣省自來水股份有限公司。 31. 廖雯雯(2010),「植生困難之坡面的適用工法之評估及試驗研究」,國立台灣大學生物環境系統工程學系研究所,碩士論文。 32. 謝宗翰(2004),「水庫淤泥之受熱行為及輕質骨材熱膨脹機理研究」,國立中興大學土木工程學系,碩士論文。 33. 鍾弘遠(1980),「植生工程施工與設計」,地景出版社。 34. 龍沙平(1998),「牛糞堆肥之管理」,畜試所新竹分所。 35. 顏聰、黃兆龍(2003),「水庫淤泥輕質骨材產製及輕質骨材混凝土應用與推廣」分項計畫一:水庫淤泥輕質骨材量產技術研究,內政部建築研究所補助研究報告。 36. 顏笠安(2009),「淨水場混凝污泥質量特性與脫水泥餅再利用初步評估」,國立中央大學環境工程研究所,碩士論文。 37. 魏子翔(2005),「石門水庫淤泥-砂土壓密性質之實驗研究」,中原大學土木工程學系,碩士論文。 38. 羅雅含(2002),「工業廢水污泥/淨水污泥共同熔融處理之資源化研究」,國立台灣大學環境工程研究所,碩士論文。 39. 山寺喜成(1969),「綠化工程中防止土壤遭侵蝕之研究(Ⅲ)」,第80次日本林學會演講集。 40. 山寺喜成 (1982),「自然公園法面綠化基準解說」,日本道路綠化保全協會。 41. 倉田益二郎(1979),「綠化工技術」,森田出版株式會社。 42. Aldeeb, A. A., S. R. Qasim, A. J. Puppala, and C. F. Anderson. (2003). “Physical and Engineering Properties of Treatment Plant Residuals and Disposal” Journal / American Water Works Association, Vol.95, No.8, pp. 127-137. 43. Babatunde, A. O. and Y. Q. Zhao. (2007). “Constructive Approaches Toward Water Treatment Works Sludge Management :An International Review of Beneficial Reuses”, Environmental Science and Technology, Vol.37,pp. 129-164. 44. Cain S.A and G.M.D Castro. (1959) “Manual of Vegetation Analysis”, pp. 355. 45. Chengzhi, Z., Aiqin, W. and Mingshu, T. (1996) “The filling role of pozzolanic material, Cement and Concrete Research”, Vol. 26, No. 6, pp. 943-947. 46. Daniel, P. R., A. J. M. Smucker and D. Santos. (2000). “Alfalfa Root and Shoot Mulching Effects on Soil Hydraulic Properties and Aggregation”, Soil Science Society of America Journal 64,pp. 725-731. 47. Feng, Z. Y. and Lin, Y. K. (2002). “Slope Protection Techniques Considering Environmental”, Ecological and Landscape Requirements, Sino-Geotechnical Journall 92, pp. 5-18. 48. Foster, G.R. (1982). “Modeling the erosion process”, In Hann, C.T., Jonson, H.P., and Brakensiek, D.L. (eds), Hydrologic Modeling of Small Watersheds, Monogr. Ser., vol. 5. American Society of Agricultural Engineers, St. Joseph,pp. 297-380. 49. Gary, D. H. and R. B. Sotir. (1996). “Biotechnical and Soil Bioengineering Slope Stabilization: A Practical Guide for Erosion Control”, John Wiley & Sons, New York. 50. Green-Growing Concrete Group, (2000) “Green-Growing Concrete Using Coal Ash from Power Plant Developed.” 51. Gyasi-Agyei, Y. (2004). “Optimum Use of Erosion Control Blankets and Waste Ballast (Rock) Mulch to Aid Grass Establishment on Steep Slopes”, ASCE,Volume 9, Issue 2,pp. 150-159. 52. Herrera-Viedma, E., Herrera, F., Chiclana, F. and Luque, M. (2004), “Some Issues on Consistency of Fuzzy Preference Relations”, European Journal of Operational Research,Vol.154,pp. 98-109. 53. Kruse, R. et al. (2004). “Native plant regeneration and introduction of non-natives following post-fire rehabilitation with straw mulch and barley seeding”, Elsevier, Amsterdam, Netherlands 196, 299-310. 54. Mitsch, W.J. (1998). “Ecological engineering:The seven-year itch.Ecological engineering”,Vol.10,119-138. 55. Mohammed Ibrahim, et al. (1999). “Use of Surface Treatment Materials to Improve Concrete Durability”, ASCE Volume 11, Issue 1,pp. 36-40. 56. Randy, B. Foltz and Natalie S Copeland. (2007). “ Field Testing of Wood-based Biomass Erosion Control Materials on Obliterated Roads”, paper number 078046, ASABE Annual Meeting, Sponsored by ASABE Minneapolis Convention Center, Minneapolis,pp. 17-20. 57. Shangning, J. and P. W. Ungerb. (2001). “Soil Water Accumulation under Different Precipitation, Potential Evaporation, and Straw Mulch Conditions”, Soil Science Socity of America Journal 65,pp. 442-448. 58. Simonson, W. H., US Bureau of Public Road, and US Department of Commerce. (2003). “Landscape design and its relation to the modern highway”, US Department of Transportation Federal Highway Administration. 59. Toyo Greenland Co. Ltd, “Sustainable Vegetation System on Steep Concrete Slope at Princess Margaret Hospital Building” 60. Takenaka Corporation. (1999), “Implementation of Green-Growing Concrete for Planting Arboreal Vegetation” 61. Watson, D. A., and J. M. Laflen. (1986). “Soil strength, slope and rainfall intensity effects on interrill erosion”, Transactions of the ASAE 29(1): pp. 98-102. 62. Wu, H. L. and Feng, Z. Y. (2006). “Ecological Engineering Methods for Soils and Water Conservation in Taiwan”, Ecological Engineering 28,pp. 333-344. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/28741 | - |
| dc.description.abstract | 本研究使用水泥噴凝植生敷蓋技術(Shotcrete Vegetation Mulching Technique,SVMT)於石門水庫嵩台高達80度以上之陡坡進行現地噴植試驗。此外,亦針對SVMT之材料配比進行最佳化試驗研究。於上述試驗中,分別針對不同齡期之試體進行表面強度、土壤pH值以及植生覆蓋情形之相關調查。
首先由現地噴植之各項調查結果顯示,SVMT試體因水泥之固化作用,於施工後3~7天之表面強度即達2.72kg/cm2以上,顯示此一技術可快速提高坡面之土壤強度;而由於試體材料中添加水泥,使土壤於齡期14天前之pH值約為8~9,而於齡期14天後,則因降雨、養護澆水、淋洗以及綠化添加劑之中和,土壤pH值下降至7.4~7.9且趨於穩定;在植生覆蓋度方面,於試體齡期126天時,整體植生覆蓋度已達85%以上,同時於齡期84天起發現原生種植物入侵情形,至齡期242天,試區中共有10種植物入侵,其中以大花咸豐草所占之覆蓋情形最高。綜合上述現地試驗之調查結果顯示,SVMT試體於陡坡上,可在短期內達到一定強度並可提供適合植生生長之棲地環境,且原生物種亦可自然入侵,達到植生綠化及棲地改良之目的。 SVMT之材料最佳化配比試驗選用三種不同土壤,即嵩台現地之土壤、台北市公館淨水場之淨水污泥及石門水庫之淤泥。此三種土壤分別添加水泥、肥料、中和劑及草種。結果顯示配比之表面強度於1.5至5.5 kg/cm2之間,其植生覆蓋度較佳;再者,由土壤pH值及植生覆蓋調查結果顯示,淨水污泥加入硫酸亞鐵之土壤pH值較接近中性且植生覆蓋度較佳。由上述結果可初步得知,淨水污泥及硫酸亞鐵應可分別用作SVMT之土壤及中和劑。 | zh_TW |
| dc.description.abstract | In this study, a newly developed method, namely, Shotcrete Vegetation Mulching Technique (SVMT) was applied on the slopes of Shun-tai at Shih-men Reservoir with steepnesses higher than 80 degrees. Aside from this, a preliminary study on the SVMT material optimum mixture was also carried out. Both the tests in the field and in the laboratory, including surface strength, soil pH value and vegetation coverage, were conducted on the soil surfaces with different ages.
Firstly, because of hardening effect of the concrete cement, the surface strength of the soil with the age from 3 to 7 days reached at least 2.72 kg/cm2, indicating that the SVMT method could be used to rapidly increase the strength of the soils on steep slopes. And since the soils were mixed with concrete cement, the pH values of the soils with the age less than 14 days were about 8 to9. When the ages were greater than 14 days, the soil were neutralized because of rainfall, water spraying, leaching and greening additives, the soil pH value were decreased in a stable range from 7.4 to7.9. Regarding vegetation coverage, when the age of the soil was 126 days, the vegetation cover rate had already reached at least 85%. In addition, it was also found that while the age was 84 days, the test site was invaded by native plant. When the age was 242 days, 10 native plants including mostly Spanish needles [ Bidens pilosa L. var. radiate (BI.) Sherff ] were found in the test site. From the results, it might be concluded that the method of SVMT could be applied on steep slopes, providing higher strengths within a shorter time period and habitat environments suitable for plant growing. In addition to these, native plants were allowed to invade into the areas naturally. In regard to the study of the material optimum mixture of SVMT, three soils, namely, soils A, B and C were used. Soil A was collected from Shun-tai, Soil B was from water sludge of the water treatment plant at Gung-guan, Taipei and soil C was the sludge of Shin-men Reservoir. The three soils were mixed with concrete cement, fertilizer, soil neutralizer and grass seeds respectively. The strengths of the mixtures between 1.5 to 5.5 kg/cm2 had better vegetation coverage. Apart from this, from the test results of soil pH value and vegetation coverage, it was found Soil B mixed with ferros sulfate (FeSO4.7H2O) had better soil pH and vegetation coverage. It might be concluded that water sludge and ferros sulfate could be used as the soil and neutralizer of the SVMT respectively. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-13T00:20:20Z (GMT). No. of bitstreams: 1 ntu-100-R98622021-1.pdf: 13544339 bytes, checksum: 3707b4bf6b5b343579f638b50e03d101 (MD5) Previous issue date: 2011 | en |
| dc.description.tableofcontents | 謝誌 I
中文摘要 II Abstract III 圖目錄 VIII 表目錄 X 第一章 研究動機與目的 1 1.1研究動機 1 1.2研究目的 2 第二章 文獻回顧 4 2.1植生工程之定義與內涵 4 2.2 噴植方法之發展 4 2.3 邊坡坡度與相關工程處理方式 5 2.4 噴植植生工法之相關研究 5 2.5 困難工址的植生技術 7 2.5.1多孔性綠化水泥植生技術(Green-Growing Concrete) 7 2.5.2纖維加勁土壤噴植技術(Continuous Fiber Reinforced Soil) 8 2.5.3水泥噴凝植生敷蓋技術(Shotcrete Vegetation Mulching Technique,SVMT) 11 2.5.4薄層木屑堆肥團粒化劑噴植植生工法(TCP) 11 2.5.5 困難工址適用性評估及相關研究 13 第三章 研究方法 18 3.1 SVMT陡坡現地噴植試驗 18 3.1.1研究區域 18 3.1.2現地噴植材料 21 3.1.3現地噴植施工流程 21 3.1.4坡度量測 27 3.2現地噴植各項調查 27 3.2.1表面強度 27 3.2.2土壤pH值 30 3.2.3植生覆蓋調查 32 3.3 SVMT材料最佳化配比試驗 33 3.3.1各項材料配比A-D組 33 3.3.2各項材料配比E-H組 36 3.3.3配比試驗各項材料分析 36 3.3.3.1水庫淤泥 36 3.3.3.2淨水污泥 41 3.3.3.3硫酸亞鐵 45 3.3.3.4牛糞堆肥 46 3.4土壤物理性質試驗 46 3.4.1土壤含水量 48 3.4.2土壤比重測定 49 3.4.3土壤機械分析-篩分析法 50 3.4.4土壤機械分析-鮑氏比重計分析法 51 3.4.5土壤液性、塑性及縮性限度之測定 54 3.4.5.1土壤液性限度測定 54 3.4.5.2土壤塑性限度測定 54 3.5 配比試驗試體製作及調查 57 第四章 試驗結果與討論 63 4.1 SVMT陡坡現地噴植試驗結果與討論 63 4.1.1表面強度 65 4.1.2土壤pH值 71 4.1.3植生覆蓋度 73 4.2 SVMT材料最佳化配比試驗結果與討論(A-D組) 79 4.2.1表面強度 79 4.2.2土壤pH值 83 4.2.3植生覆蓋度 87 4.3 SVMT材料最佳化配比試驗結果與討論(E-H組) 91 4.3.1表面強度 91 4.3.2土壤pH值 94 4.3.3植生覆蓋度 97 第五章 結論與建議 101 5.1結論 101 5.2建議 104 參考文獻 106 附錄一、山中式硬度計硬度測值與支持力強度對照表 110 附錄二、台灣水庫歷年清淤量(民國91-98年) 111 附錄三、各項試驗數據 113 | |
| dc.language.iso | zh-TW | |
| dc.subject | 水泥噴凝植生敷蓋技術 | zh_TW |
| dc.subject | 植生覆蓋度 | zh_TW |
| dc.subject | 淨水污泥 | zh_TW |
| dc.subject | 陡坡 | zh_TW |
| dc.subject | 土壤中和劑 | zh_TW |
| dc.subject | Water sludge | en |
| dc.subject | Steep slopes | en |
| dc.subject | Soil neutralizer | en |
| dc.subject | Vegetation coverage | en |
| dc.subject | Shotcrete Vegetation Mulching Technique (SVMT) | en |
| dc.title | 水泥噴凝植生敷蓋技術在陡坡上之現地應用、調查及其材料最佳化配比之初步試驗研究 | zh_TW |
| dc.title | Field Application and Investigation of the Shotcrete Vegetation Mulching Technique on Steep Slopes and A Preliminary Study on Its Material Optimum Mixture Proportion | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 99-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 林俊全,陳榮河,李達源,王藝峰 | |
| dc.subject.keyword | 水泥噴凝植生敷蓋技術,植生覆蓋度,淨水污泥,陡坡,土壤中和劑, | zh_TW |
| dc.subject.keyword | Shotcrete Vegetation Mulching Technique (SVMT),Vegetation coverage,Water sludge,Steep slopes,Soil neutralizer, | en |
| dc.relation.page | 148 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2011-08-05 | |
| 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 | |
文件中的檔案:
| 檔案 | 大小 | 格式 | |
|---|---|---|---|
| ntu-100-1.pdf 未授權公開取用 | 13.23 MB | Adobe PDF |
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。
