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研究生: 曼儒
Islam, Md. Manzurul
論文名稱: 雙效性屋頂雨水貯集利用系統之設計探討
Study on the Design of Dual-mode Rooftop Rainwater Harvesting System
指導教授: 周乃昉
Chou, N.-F Frederick
學位類別: 博士
Doctor
系所名稱: 工學院 - 水利及海洋工程學系
Department of Hydraulic & Ocean Engineering
論文出版年: 2010
畢業學年度: 98
語文別: 英文
論文頁數: 139
中文關鍵詞: 雙效性雨水貯集系統緊急缺水最低安全蓄水量適應性蓄水量溢流後出水
外文關鍵詞: Dual-mode system, emergency shortage, secondary demand, YAS model, YBS model
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  • 無論是自然災害或人為造成的缺水,是當今世界一個最具挑戰性的課題。在台灣,尤其是在颱風侵襲期間,飆高的原水濁度往往超過自來水淨水場的處理能力,以致可能造成為期數日的停水。本研究之目的是引進雨水做為在短期緊急缺水期間的另一種可靠次要水源,評估雙效性雨水貯集系統(Dual-mode Rainwater Harvesting System, DM-RWHS)提供日常及緊急缺水期間次級用水之功效與主要水源的可節省水量。案例研究部分,同時對台灣北部及南部的小學和不同數量成員之家庭進行利用成效分析。

    在既有供水系統提供衛生設備(WC)的非飲用情況下,本研究設計具雙重水源及利用功效的DM-RWHS 做為原供水系統的輔助部分,以利用雨水做為補充水源。由於必須在DM-RWHS中保持一定的蓄水,同時估算所利用的雨水量,本研究修正通用的「溢流後出水(YAS)」模式,並據以發展優化方法設計最經濟的DM-RWHS。本研究對DM-RWHS系統設計兩個新的水量控制指標,在適當設定後有助於使DM-RWHS不致發生任缺水。其中之一是最低安全蓄水量(minimum safe storage volume, MSSV),在台灣一般相當於 3天的需求水量,另一個控制指標是適應性蓄水量(ASV)。 此ASV的體積將隨用水需求、降雨量及其時間與季節分佈、緊急缺水期間之日數、集雨器面積、雨水貯集桶之容量等而異。如果一段時間沒有降雨,雨水貯集桶內之水量達到或低於MSSV時,該系統將自動注入主要水源以使筒內蓄水量達到 ASV的水準。本研究在假設可能造成緊急缺水情況的某一定雨量下,另發展一模式以模擬不同容量的雨水貯集桶在長期使用過程中可穩定供水的最少天數。

    對台北地區一座小型小學的案例研究結果顯示,減少缺水發生的同時,節省的自來水水量及效益極為顯著。對台南地區相同案例的研究結果顯示,為了減少緊急期間的缺水,節省的自來水水量及效益比起台北地區較不顯著。本研究另外對台北、台南地區有二、四、六個成員的家庭進行案例研究,結果發現所有類型的家庭,DM-RWHS系統均可有效地消除緊急時期的缺水。

    本研究結果證明一最適容量的雨水貯集桶可以適切解決緊急時期的缺水。將DM-RWHS系統應用在台北地區會比在台南地區利用更多雨量,本研究還發現台灣政府可以提供適當補助以推動 RWHS之利用。

    The water shortage of today’s world is one of the most challenging problems which is caused by human or natural calamities. In Taiwan, especially during typhoon, the turbidity of raw water increases beyond the treatment level and the plant cannot supply required amount of water for a couple of days. The purpose of this study is to introduce rainwater as an alternative and reliable water source during short term emergency period, and assess the efficacy and mains water saving of the dual-mode Rainwater Harvesting System (RWHS) for supplying emergency and ordinary water demands in case of primary school and household having different numbers of family members for both northern and southern Taiwan as case study.

    A dual-mode RWHS was designed for this study as supplement of the existing supply system to support the selected non-potable toilet and urinal flushing (WC) component. An optimal design algorithm was developed using a newly developed modified YAS (yield after spillage) model for this study which originated from YAS release rule. Two new important parameters were also introduced for the system which would help to use the dual-mode system without any shortage. One of the two is minimum safe storage volume (mssv), which is equivalent to three days demand. Another parameter is adapted storage volume (asv). This asv volume level will be guided according to the users requirements. If there is no rainfall and the water level reaches mssv level, the system will collect and store mains supply up to asv level. Another model was developed to simulate the water release system and to find the minimum number of days the system can support using rainwater with different tank volumes when the rainfall is more than 250 mm/day.

    The case study results of primary school for Taipei revealed that the mains supply savings and benefit would be significant to reduce the water shortage. The case study results for Tainan explored that the mains supply savings and benefit would be less significant than that of Taipei to reduce emergency water shortage. The case study of the families having two, four and six members’ for both Taipei and Tainan was performed. The study results found that for all kinds of family members’, the system would satisfy the emergency water shortage effectively for both places.

    The study result proved that an optimum volume of tank can solve the emergency water shortage properly. The system was found to be more reliable in Taipei area than that of Tainan area. The study also discovered that government may provide subsidy to promote the RWHS in Taiwan.

    Acknowledgement i Abstract ii 摘要 iv Table of Contents v List of Tables viii List of Figures x List of Symbols xiii List of Acronyms and Abbreviations xv Chapter 1: Introduction 1.0 Introduction 1 1.1 Aims and Objectives of the Study 3 1.2 Limitations of the Study 4 1.3 Significance of the Study 4 1.4 Outline of the Thesis 5 Chapter 2: Literature Review 2.0 Introduction 7 2.1 Rainwater: developing country and developed countries example 11 2.2 Emergency shortages in Taiwan 13 2.2.1 Kaoping River system and the short-term shortage 17 2.3 Rainwater utilization in Taiwan 19 2.3.1 Rainwater Utilization in Agriculture 19 2.3.2 Rainwater Utilization in Industry/Residence 20 2.3.3 Rainwater harvesting incentive program in Taiwan22 2.4 Dual-mode system 25 Chapter 3: Methodology 3.0 Introduction 29 3.1 Study area selection 29 3.2 Proposed dual-mode RWHS 30 3.3 Design criteria 31 3.4 Methodology of the optimal design 32 3.5 Governing equations 33 3.6 Rainfall 46 3.7 Rooftop or catchment 53 3.8 Storage tanks 54 3.9 Life Cycle Costing (LCC) 58 Chapter 4: Case Studies and Results 4.0 Introduction 62 4.1 Identify the water consumption micro components for the study 62 4.2 Daily demand and basic information 63 4.3 Design criteria 66 4.4 Taipei area (primary school) 66 4.5 Tainan area (primary school) 75 4.6 Emergency period for primary school (Taipei area) 82 4.7 Taipei area (household) 87 4.8 Tainan area (household) 91 4.9 Results for Primary School 94 4.9.1 Monthly mains water savings 94 4.9.2 Yearly average mains water savings 96 4.9.3 Yearly water balance conditions 97 4.9.4 Comparison of mains supply savings 99 4.9.5 Cost-benefit analysis 100 4.10 Results for Household 102 4.10.1 Two members’ family 102 4.10.2 Four members’ family 105 4.10.3 Six members’ family 108 4.11 Cost Analysis for Household 111 4.11.1 Cost analysis for two members’ family 111 4.11.2 Cost analysis for four members’ family 112 4.11.3 Cost analysis for six members’ family 112 4.12 Effectiveness or value of asv 113 Chapter 5: Conclusions and Recommendations 5.1 Conclusions 115 5.2 Recommendations 117 References 119 Related References 131

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