【正文】 ................................................ 20 通過(guò)格柵的水頭損失 ....................................................................................... 20 每日柵渣量 ..................................................................................................... 21 調(diào)節(jié)沉淀池設(shè)計(jì)計(jì)算 ................................................................................................. 21 設(shè)計(jì)說(shuō)明及設(shè)計(jì)參數(shù) ....................................................................................... 21 嘉興學(xué)院本科生畢業(yè)論文（設(shè)計(jì)） 生物與化學(xué)工程學(xué)院 沉淀池容積尺寸 .............................................................................................. 22 理論上每日的污泥 量 ....................................................................................... 23 污泥斗尺寸 ..................................................................................................... 23 進(jìn)水出水布置 .................................................................................................. 23 5 UASB 反應(yīng)器的設(shè)計(jì)計(jì)算 .................................................................................................... 24 設(shè)計(jì)說(shuō)明 .................................................................................................................. 24 設(shè)計(jì)參數(shù) .................................................................................................................. 24 參數(shù)選取 ......................................................................................................... 24 設(shè)計(jì)水質(zhì) ......................................................................................................... 24 設(shè)計(jì)水量 ......................................................................................................... 24 設(shè)計(jì)計(jì)算 .................................................................................................................. 24 反應(yīng)器容積的計(jì)算 ........................................................................................... 24 配水系統(tǒng)設(shè)計(jì) .................................................................................................. 25 三相分離器的設(shè)計(jì) ........................................................................................... 27 進(jìn)、出水系統(tǒng)的設(shè)計(jì) ....................................................................................... 30 排泥系統(tǒng)設(shè)計(jì) .................................................................................................. 31 產(chǎn)氣量計(jì)算 ..................................................................................................... 31 6 CASS 反應(yīng)器的設(shè)計(jì)計(jì)算 .................................................................................................... 32 設(shè)計(jì)說(shuō)明 .................................................................................................................. 32 設(shè)計(jì)參數(shù) .................................................................................................................. 32 參數(shù)選取 ......................................................................................................... 32 設(shè)計(jì)水量水質(zhì) .................................................................................................. 32 設(shè)計(jì)計(jì)算 .................................................................................................................. 32 曝氣時(shí)間 ......................................................................................................... 32 沉淀時(shí)間 ......................................................................................................... 32 運(yùn)行時(shí)間 ......................................................................................................... 33 曝氣池容積 ..................................................................................................... 33 復(fù)核出水溶 解性 BOD5..................................................................................... 33 計(jì)算剩余污泥量 .............................................................................................. 33 嘉興學(xué)院本科生畢業(yè)論文（設(shè)計(jì)） 生物與化學(xué)工程學(xué)院 復(fù)核污泥齡 ..................................................................................................... 34 復(fù)核潷水高度 .................................................................................................. 34 設(shè)計(jì)需氧量 ..................................................................................................... 34 標(biāo)準(zhǔn)需氧量 ................................................................................................... 34 射流曝氣器安裝及曝氣池布置 ................................................................................... 36 布?xì)夂凸苈废到y(tǒng)的計(jì)算 ............................................................................................. 38 7 接觸消毒池與脫氯系統(tǒng) ....................................................................................................... 40 接觸消毒池的設(shè)計(jì) .................................................................................................... 40 設(shè)計(jì)參數(shù) ......................................................................................................... 40 工作原理 ......................................................................................................... 40 殺菌機(jī)理 ......................................................................................................... 41 性能特點(diǎn) ......................................................................................................... 41 脫氯系統(tǒng) .................................................................................................................. 41 8 污泥部分各處理構(gòu)筑物設(shè)計(jì)與計(jì)算 ..................................................................................... 43 重力濃縮池的設(shè)計(jì)計(jì)算 ............................................................................................. 43 設(shè)計(jì)說(shuō)明 ......................................................................................................... 43 設(shè)計(jì)污泥量 .....................................................................