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東北地區(qū)d城市的給水工程畢業(yè)設(shè)計(jì)(存儲(chǔ)版)

  

【正文】 general estimate of the water supply project 哈爾濱工業(yè)大學(xué)畢業(yè)設(shè)計(jì)(論文) III 目 錄 摘 要 ...................................................................................................................... I Abstract ......................................................................................................................II 第 1 章 緒論 ............................................................................................................... 1 設(shè)計(jì)任務(wù)書(shū) ...................................................................................................... 1 設(shè)計(jì)題目 ................................................................................................... 1 設(shè)計(jì) 原始資料 .......................................................................................... 1 設(shè)計(jì)內(nèi)容 .......................................................................................................... 3 第 2 章 設(shè)計(jì)用水量 ................................................................................................... 4 最高日用水量確定 ......................................................................................... 4 最高日用水量定額 .................................................................................. 4 全市最高日用水量 .................................................................................. 4 全市最高日逐時(shí)用水量 ................................................................................. 5 清水池容積計(jì)算 ............................................................................................. 6 第 3 章 輸水工程和配水工程 .................................................................................. 7 管網(wǎng)定線 .......................................................................................................... 7 管網(wǎng)布置技術(shù)要求 .................................................................................. 7 管網(wǎng)定線一般原則 ................................................................................... 7 管網(wǎng)水力計(jì)算 ................................................................................................. 7 分配流 量 ................................................................................................... 7 管網(wǎng)平差 ................................................................................................. 11 輸水管水力計(jì)算 .................................................................................... 12 管網(wǎng)消防和事故校核 ................................................................................... 12 消防校核 ................................................................................................. 12 事故校核 ................................................................................................. 15 管網(wǎng)技術(shù)經(jīng)濟(jì)計(jì)算 ....................................................................................... 18 統(tǒng)一供水費(fèi)用計(jì)算 ................................................................................ 18 分質(zhì)供水費(fèi)用計(jì)算 ................................................................................ 20 經(jīng)濟(jì)比較 .................................................................................................. 23 技術(shù)比較 .................................................................................................. 24 第 4 章 凈水廠設(shè)計(jì)計(jì)算 ........................................................................................ 25 哈爾濱工業(yè)大學(xué)畢業(yè)設(shè)計(jì)(論文) IV 概論 ................................................................................................................ 25 凈水廠廠 址選定 ..................................................................................... 25 凈水廠流程選擇 .................................................................................... 25 預(yù)氧化 ............................................................................................................ 26 臭氧氧化機(jī)理 ........................................................................................ 26 臭氧接觸池 ............................................................................................ 26 臭氧發(fā)生器 ............................................................................................ 28 干燥器 ..................................................................................................... 28 活性炭吸附設(shè)備 ..................................................................................... 30 混凝 ................................................................................................................ 31 混凝機(jī)理 ................................................................................................. 31 混凝劑的選擇及其投藥 ........................................................................ 31 投藥設(shè)備及構(gòu)筑物尺寸計(jì)算 ................................................................ 32 混合設(shè)備設(shè)計(jì) ........................................................................................ 33 絮凝設(shè)備 ........................................................................................................ 34 反應(yīng)池的設(shè)計(jì)要求 ................................................................................. 34 反應(yīng)池的計(jì)算 ........................................................................................ 34 沉 淀 ............................................................................................................ 37 池型的選擇 ............................................................................................ 37 設(shè)計(jì)與計(jì)算 ............................................................................................. 38 過(guò) 濾 ............................................................................................................ 41 設(shè)計(jì)數(shù)據(jù) ................................................................................................. 41 池體設(shè)計(jì) ................................................................................................. 41 反沖洗管渠系統(tǒng) .................................................................................... 42 濾池管渠布置 ..............................................................
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