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研究生:鄭凱方
研究生(外文):Kai-Fang Cheng
論文名稱:批次製程中水網路最適化的研究
論文名稱(外文):Optimization of water networks in batch processes
指導教授:張珏庭
指導教授(外文):Chuei-Tin Chang
學位類別:碩士
校院名稱:國立成功大學
系所名稱:化學工程學系碩博士班
學門:工程學門
學類:化學工程學類
論文種類:學術論文
論文出版年:2006
畢業學年度:95
語文別:中文
論文頁數:129
中文關鍵詞:批次排程程序用水系統廢水處理系統最適化緩衝槽
外文關鍵詞:NLPreuseSTN
相關次數:
  • 被引用被引用:0
  • 點閱點閱:191
  • 評分評分:
  • 下載下載:17
  • 收藏至我的研究室書目清單書目收藏:0
本研究的主要目的為建立批式製程水網路之通用混整數非線性模式,使其成為可降低工廠設備操作成本並增加用水效率的設計工具。過去的研究大多分別探討批次排程、程序用水系統及廢水處理系統的最適化問題,但在本研究中,我們整合了三者在同一數學規劃模式中,不但可適當的考慮其間交互之影響,也可因此獲得更優越的整體設計。具體設計內容包含短期生產排程設計、緩衝槽數量及大小的選擇、水網路管線的實際管線結構及操作策略等。此外,我們也運用適當之邏輯限制式策略性地調整網路結構,並利用一系列的範例來展示此模式之有效性。
A general mixed-integer nonlinear programming model (MINLP) is developed in this study to synthesize water networks in batch processes. The proposed model formulation is believed to be superior to the available ones. In the past, the tasks of optimizing batch schedules, process water reuse subsystems and wastewater treatment subsystems were performed individually. In this study, all three optimization problems are incorporated in the same mathematical programming model. By properly addressing the issue of interaction between subsystems, better overall designs can be generated. The resulting design specifications include: the short-term production schedule, the number and sizes of buffer tanks, the physical configuration of pipeline network, and the operating policies of water flows. The network structure can also be strategically manipulated by imposing suitable logic constraints. A series of illustrative examples are presented to demonstrate the effectiveness of the proposed approach.
第一章 緒論                        1
第二章 批式製程整廠水網路的最佳設計            9
 2.1 生產排程設計                  9
  2.1.1 狀態-任務網路 (State-Task Network, STN)   10
  2.1.2 時間的劃分                 11
  2.1.3 符號說明                  11
  2.1.4 數學規劃模式                13
  2.1.5 例題一                   16
 2.2 程序用水網路設計                   21
  2.2.1 集合                    21
  2.2.2 超結構                   22
  2.2.3 數學規劃模式                24
  2.2.4 例題二                   33
  2.2.5 例題三                   52
 2.3 廢水處理網路設計                   59
  2.3.1 集合                    59
  2.3.2 超結構                   60
  2.3.3 數學規劃模式                61
  2.3.4 例題四                   65
第三章 水網路的整合                    83
 3.1 程序用水網路與廢水處理網路之整合           83
  3.1.1 集合定義                  83
  3.1.2 超結構的建構步驟              83
  3.1.3 數學規劃模式                85
  3.1.4 例題五                   85
  3.1.5 例題六                   89
 3.2 生產排程及用水網路設計之整合             111
  3.2.1 基本架構                  111
  3.2.2 例題七                   111
 3.3 生產排程、程序用水網路及廢水處理網路之整合設計    117
  3.3.1 基本架構                  117
  3.3.2 例題八                   117
第四章 結論與展望                      123
參考文獻                           125
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