請用此 Handle URI 來引用此文件:
http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/71532
完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 林寶秀(Bau-Show Lin) | |
dc.contributor.author | Man-Lim Lei | en |
dc.contributor.author | 李萬廉 | zh_TW |
dc.date.accessioned | 2021-06-17T06:02:38Z | - |
dc.date.available | 2024-02-13 | |
dc.date.copyright | 2019-02-13 | |
dc.date.issued | 2019 | |
dc.date.submitted | 2019-01-29 | |
dc.identifier.citation | 1. 林寶秀,(2010),植栽綠地降溫效果之研究,博士論文,台灣大學園藝所,台北。
2. 張采依,(2012),薄層屋頂綠化植物選擇與應用之研究,碩士論文,國立臺灣大學園藝暨景觀學所,臺北。 3. 羅唯瑄,(2013),發展線屋頂水文模式與應用於減洪效用分析,碩士論文,國立臺灣大學生物環境系統工程學系,臺北。 4. 謝維芳,(2013),不同介質與結構對綠屋頂隔熱效果影響之研究,博士論文,中興大學園藝所,台中。 5. 何明錦,鄭元良,廖慧燕,廖朝軒,張育森,徐虎嘯,王家瑩,(2015),屋頂綠化技術手冊,臺北市:內政部建築研究所。 6. 姜承吾,王如意,(2000),應用水文學第二版,臺北市:中國土木水利工程學會。 7.Alfredo, K., Montalto, F., & Goldstein, A. (2010). Observed and modeled performances of prototype green roof test plots subjected to simulated low- and high-intensity precipitations in a laboratory experiment. Journal of Hydrologic Engineering, 15, 444–457. 8.Bliss, D. J., Neufeld, R. D., & Ries, R. J. (2009). Storm water runoff mitigation using a green roof. Environmental Engineering Science, 26(2), 407-417. 9.Berndtsson, J. C. (2010). Green roof performance towards management of runoff water quantity and quality: A review. Ecological Engineering, 36(4), 351-360. 10.Bousselot, J. M., & Klett, J. E., & Koski, R. D. (2011). Moisture Content of Extensive Down. HortScience, 46(3), 518-522. 11.Carter, T., & Jackson, C. (2007). Vegetated roofs for stormwater management at multiple spatial scales. Landscape and Urban Planning, 80, 84-94. 12.Carson, T. B., Marasco, D. E., Culligan, P. J., & McGillis, W. (2013). Hydrological performance of extensive green roofs in New York City: observations and multi-year modeling of three full-scale systems. Environmental Research Letters. 8(2). 13.Currie, B. A., & Bass, B. (2008). Estimates of air pollution mitigation with green plants and green roofs using the UFORE model. Urban Ecosystems, 11(4):409-422. 14.Chan, A. L. S. & Chow, T. T. (2013). Energy and economic performance of green roof system under future climatic conditions in Hong Kong. Energy and Buildings, 64:182-198. 15.Dunnett, N., Nagase, A., Booth, R., & Grime, P. (2008). Influence of vegetation composition on runoff in two simulated green roof experiments. Urban Ecosystems. 11(4):385-398. 16.Elliott, R. M., Gibson, R. A., Carson, T. B., Marasco, D. E., Culligan, P. J., & McGillis, W. R. (2016). Green roof seasonal variation: comparison of the hydrologic behavior of a thick and a thin extensive system in New York City. Environmental Research Letters. 11:7. 17.Fassman-Beck, E., Voyde, E., Simcock, R., & Hong, Y. S. (2013). 4 Living roofs in 3 locations: Does configuration affect runoff mitigation?. Journal of Hydrology. 490:11-20. 18.Getter, K. L., & Rowe, D. B. (2006). The role of extensive green roofs in sustainabledevelopment. HortScience, 41, 1276–1285. 19.Getter, K. L., Rowe, D. B., & Andresen, J. A. (2007). Quantifying the effect of slope on extensive green roof stormwater retention. Ecological Engineering. 31(4):225-231. 20.Garofalo, G., & Palermo, S., & Principato, F., & Theodosiou, T., & Piro, P. (2016). The Influence of Hydrologic Parameters on the Hydraulic Efficiency of an Extensive Green Roof in Mediterranean Area. Water. 8(2):44. 21.Hilten, R. N., & Lawrence, T. M., & Tollner, E. W. (2008). Modeling stormwater runoff from green roofs with HYDRUS-1D. Journal of Hydrology. 358(3-4):288-293. 22.Heim, A., & Lundholm, J. (2014). Species interactions in green roof vegetation suggest complementary planting mixtures. Landscape and Urban Planning. 130:125-133. 23.Jim, C. Y., & Peng, L. L. H. (2012). Substrate moisture effect on water balance and thermal regime of a tropical extensive green roof. Ecological Engineering. 47:9-23. 24.Johnson, C., Schweinhart, S., & BuffamI. (2016). Plant species richness enhances nitrogen retention in green roof plots. Ecological Applications, 26(7), 2130–2144. 25.Johannessen, B. G., Muthanna, T. M., & Braskerud, B. C. (2018). Detention and Retention Behavior of Four Extensive Green Roofs in Three Nordic Climate Zones. Water, 10(6), 671. 26.Kim, K. G. (2004). The application of the biosphere reserve concept to urban areas: the case of green rooftops for habitat network in Seoul. The New York Academy of Sciences. 1023:187–214. 27.Kasmin, H., Stovin, V. R., & Hathway, E. A. (2010). Towards a generic rainfall-runoff model for green roofs. Water Sci Technol. 62(4):898-905. 28.Lundholm, J., Maclvor, J. S., MacDougall, Z., & Ranalli, M. (2010). Plant Species and Functional Group Combinations Affect Green Roof Ecosystem Functions. PLoS One. 5(3):e 9677. 29.Li, Y., & Babcock, RW. Jr. (2014). Green roof hydrologic performance and modeling: a review. Water Science and Technology. 69(4):727-738. 30.Mentens, J., & Raes, D., & Hermy, M. (2006). Green roofs as a tool for solving the rainwater runoff problem in the urbanized 21st century? Landscape and Urban Planning. 77(3):217-226. 31.Morgan, S., Celik, S., & Retzlaff, W. (2013). Green roof storm-water runoff quantity and quality. Journal of Environmental Engineering. 139(4):471-478. 32.Madre, F., & Vergnes, A., & Machon, N., & Clergeau, P. (2014). Green roofs as habitats for wild plant species in urban landscapes: First insights from a large-scale sampling. 122:100-107. 33.Masseroni, D., & Cislaghi, A. (2016). Green roof benefits for reducing flood risk at the catchment scale. Environmental Earth Sciences. 75:579. 34.Nektarios, P. A., Amountzias, I., Kokkinou, I., & Ntoulas, N. (2011). Green Roof Substrate Type and Depth Affect the Growth of the Native Species Dianthus fruticosus Under Reduced Irrigation Regimens. HortScience. 46(8):1208-1216. 35.Nagase, A., & Dunnett, N. (2012). Amount of water runoff from different vegetation types on extensive green roofs: Effects of plant species, diversity and plant structure. Landscape and Urban Planning. 104(4): 356-363. 36.Osmundson, T. (1999). Roof Gardens: History, Design, and Construction. W. W. Norton and Company Inc., New York. 37.Palla, A., Gnecco, I., & Lanza, L. G. (2012). Compared performance of a conceptual and a mechanistic hydrologic models of a green roof. Hydrological Processes, 26(1), 73-84. 38.Razzaghmanesh, M., Beecham, S. & Kazemi, F. (2013). Impact of green roofs on stormwater quality in a South Australian urban environment. Science of the Total Environment. 470: 651-659. 39.Razzaghmanesh, M., & Beecham, S. (2014). The hydrological behaviour of extensive and intensive green roofs in a dry climate. Science of The Total Environment. 499:284-296. 40.Razzaghmanesh, M., Beecham, S. & Salemi, T. (2015). The role of green roofs in mitigating Urban Heat Island effects in the metropolitan area of Adelaide, South Australia. Urban Forestry & Urban Greening. 15:89-102. 41.Simmons, M. T., Gardiner, B., Windhager, S., & Tinsley, J. (2008). Green roofs are not created equal: the hydrologic and thermal performance of six different extensive green roofs and reflective and non-reflective roofs in a sub-tropical climate. Urban Ecosyst. 11:339–348. 42.Stovin, V., Vesuviano, G., & Kasmin, H. (2012). The hydrological performance of a green roof test bed under UK climatic conditions. Journal of Hydrology. 414-415(11):148-161. 43.Soulis, K. X., Ntoulas, N., Nektarios, P. A., & Kargas, G. (2017). Runoff reduction from extensive green roofs having different substrate depth and plant cover. Ecological Engineering. 102:80-89. 44.Stovin, V., Vesuviano, G.,& De-Ville, S. (2017). Defining green roof detention performance. Urban Water Journal, 14(6), 574–588. 45.Tsang, S. W. & Jim, C. Y. (2011). Theoretical evaluation of thermal and energy performance of tropical green roofs. Energy. 36(5):3590-3598. 46.Todorov, D., Driscoll, C. T., & Todorova, S. (2018). Long‐term and seasonal hydrologic performance of an extensive green roof. Hydrological Processes. 32(16):2471-2482. 47.VanWoert, N. D., Rowe, D. B., Andresen, J. A. , Rugh, C. L., Fernandez, R. T., & Xiao, L. (2005). Green roof stormwater retention: effects of roof surface, slope, and media depth. J Environ Qual. 34(3):1036-44. 48.Voyde, E., Fassman, E., & Simcock, R. (2010). Hydrology of an extensive living roof under sub-tropical climate conditions in Auckland, New Zealand. Journal of Hydrology. 394(3-4):384-395. 49.Wong, N. H., & Tan, P. Y., & Chen, Y. (2007). Study of thermal performance of extensive rooftop greenery systems in the tropical climate. Building and Environment. 42(1):25-54. 50.Wong, K. L., & Jim, C. Y. (2015). Identifying keystone meteorological factors of green roof stormwater retention to inform design and planning. Landscape and Urban Planning. 143:173-182. 51.Yio, M. H. N., Stovin, V., Werdin, J., & Vesuviano, G. (2013). Experimental analysis of green roof substrate detention characteristics. Water Sci Technol, 68(7), 1477–1486. | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/71532 | - |
dc.description.abstract | 綠屋頂具有很多不同的效益,其中減少逕流的能力為其中一項重要效益。綠屋頂的介質層提供了暫時吸收雨水的滯留空間,因此相較於不透水屋頂,綠屋頂更能緩慢釋出水分以減輕峰值流量。
在過去雨水保留的相關研究中,已有研究人員針對環境條件、澆灌方法、介質厚度或植被特徵等因子進行研究,這些研究的結果可明確得知影響逕流量的項目,但比較不同維護管理類型的綠屋頂之研究並不多。 本研究探討不同維護管理類型綠屋頂的雨水保留與洪峰減緩能力之差異,於國立臺灣大學造園館三樓頂屋進行現地模擬實驗。本研究設計三種組合的綠屋頂,分別為10cm零維護管理綠屋頂、15cm低維護管理綠屋頂、30cm高維護管理綠屋頂,並依降雨量將降雨事件劃分成小型降雨事件(小於5mm)、中型降雨事件(5~19mm)、大型降雨事件(大於19mm)。 研究結果顯示,對於小型與中型降雨事件,三種組合的綠屋頂都有超過85.73%的平均雨水保留率與洪峰削減率,但對於大型降雨事件,10cm組合與15cm組合只平均保留35.91%與46.13%的雨量,而平均洪峰削減率降至48.68%與64.22%,30cm組合則能將雨水保留率持續在80.7%,平均洪峰削減率持續在93.52%。結果證明高維管精緻型綠屋頂在每天澆灌的情況下,雨水保留率與洪峰削減率皆優於另兩種組合。 | zh_TW |
dc.description.abstract | Green roofs have many different benefits, and the ability to reduce runoff is one of the important benefits. The green roof's soil layer provides a temporary retention of rainfall, so the green roof releases moisture more slowly to reduce peak flow than the impervious roof.
In the past studies on rainfall retention, researchers have studied factors such as environmental conditions, irrigation methods, and soil thickness or vegetation characteristics. The results of these studies can clearly identify the projects affecting runoff, but compare the different combinations of green roofs. However, there are not many studies comparing different combinations of green roofs. This study explored the differences in rainfall retention, peak attenuation and delay by peak-to-peak of different combinations of green roofs. The platform of National Taiwan University were chosen as the study site. This study designed three combinations of green roofs, each of which is a no-maintenance managed extensive green roof (10cm), a low-maintenance managed extensive green roof (15cm), a high-maintenance managed intensive green roof (30cm), and divides rainfall events by rain depth. Small rainfall events (less than 5mm), medium-sized rainfall events (5~19mm), and large rainfall events (greater than 19mm). The results show that for small and medium-sized rainfall events, the three combined green roofs have an average rainfall retention and peak attenuation of more than 85.73%, but for large rainfall events, the extensive green roof (10cm) and the extensive green roof(15cm) only retention of 35.91% and 46.13%, while the peak attenuation fell to 48.68% and 64.22%. The 30cm combination can keep the rainfall retention at 80.7% and peak attenuation at 93.52%. The results show that the intensive green roof of the high-dimensional tube is better than the other two combinations in the case of daily irrigation, the rainfall retention and the peak attenuation. | en |
dc.description.provenance | Made available in DSpace on 2021-06-17T06:02:38Z (GMT). No. of bitstreams: 1 ntu-108-R05628317-1.pdf: 3739402 bytes, checksum: e3dddd091a7d53fac2c6dc985623a7cc (MD5) Previous issue date: 2019 | en |
dc.description.tableofcontents | 目錄
誌謝 I 摘要 II Abstract III 圖目錄 VII 表目錄 IX 第一章 緒論 1 第一節 研究動機 1 第二節 研究目的 2 第三節 研究內容與流程 2 第二章 文獻回顧 5 第一節 逕流與相關理論 5 第二節 屋頂綠化 8 第三節 屋頂綠化效益 14 第四節 綠屋頂減少逕流量的相關研究 16 第三章 研究設計 19 第一節 研究架構與內容 19 第二節 實驗設計 25 第三節 監測項目與實驗儀器 38 第四節 分析計畫 39 第四章 研究結果 43 第一節 逕流量與洪峰流量之測量結果 43 第二節 不同維管植栽槽的雨水保留、洪峰削減與洪峰延遲表現 48 第三節 不同維管強度植栽槽對雨水保留與洪峰滯延能力之差異 54 第四節 事件特性對不同維管植栽槽的雨水保留能力分析 57 第五節 事件特性對不同維管植栽槽的洪峰削減能力分析 62 第六節 事件特性對不同植栽槽的洪峰延遲能力分析 67 第七節 研究假設驗證 69 第五章 結論與建議 70 第一節 結論 70 第二節 建議 73 參考文獻 74 附件一、實驗場施工流程 79 附件二、綠屋頂植物清單 80 | |
dc.language.iso | zh-TW | |
dc.title | 綠屋頂對雨水保留與洪峰減緩影響之研究 | zh_TW |
dc.title | Rainfall Retention and Peak Attenuation of Green Roofs | en |
dc.type | Thesis | |
dc.date.schoolyear | 107-1 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 林晏州(Yann-Jou Lin),歐聖榮(Sheng-Jung Ou),張俊彥(Chun-Yen Chang),鄭佳昆(Chia-Kuen Cheng) | |
dc.subject.keyword | 綠屋頂,逕流,雨水保留,洪峰削減,洪峰延遲, | zh_TW |
dc.subject.keyword | Green roofs,Runoff,Rainfall retention,Peak attenuation,Peak Delay, | en |
dc.relation.page | 81 | |
dc.identifier.doi | 10.6342/NTU201900295 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2019-01-29 | |
dc.contributor.author-college | 生物資源暨農學院 | zh_TW |
dc.contributor.author-dept | 園藝暨景觀學系 | zh_TW |
顯示於系所單位: | 園藝暨景觀學系 |
文件中的檔案:
檔案 | 大小 | 格式 | |
---|---|---|---|
ntu-108-1.pdf 目前未授權公開取用 | 3.65 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。