【正文】 .........................................22 三相分離器的設(shè)計(jì)..................................................................................................24 排泥系統(tǒng)設(shè)計(jì)計(jì)算..................................................................................................26 產(chǎn)氣量計(jì)算..............................................................................................................27 加堿系統(tǒng)..................................................................................................................27 一段生物接觸氧化池設(shè)計(jì)計(jì)算 .....................................................................................28 海納水處理咨詢網(wǎng)版權(quán)所有IV 設(shè)計(jì)參數(shù)...................................................................................................................28 一段接觸氧化池尺寸...............................................................................................28 曝氣系統(tǒng)的計(jì)算.......................................................................................................29 接觸氧化池布水系統(tǒng)設(shè)計(jì).......................................................................................30 接觸氧化池出水系統(tǒng)計(jì)算.......................................................................................31 污泥產(chǎn)量計(jì)算...........................................................................................................31 中間沉淀池設(shè)計(jì)計(jì)算 .....................................................................................................32 中心管面積與直徑...................................................................................................32 沉淀池的有效沉淀高度...........................................................................................32 中心管喇叭口到反射板之間的間隙高度...............................................................32 沉淀池總面積和池徑...............................................................................................32 緩沖層高度...............................................................................................................33 污泥斗及污泥斗高度...............................................................................................33 沉淀池的總高度.......................................................................................................33 二段生物接觸氧化池設(shè)計(jì)計(jì)算 .....................................................................................33 設(shè)計(jì)參數(shù)...................................................................................................................33 二段接觸氧化池尺寸...............................................................................................34 曝氣系統(tǒng)的計(jì)算.......................................................................................................34 接觸氧化池布水系統(tǒng)設(shè)計(jì).......................................................................................36 接觸氧化池出水系統(tǒng)計(jì)算.......................................................................................36 污泥產(chǎn)量計(jì)算...........................................................................................................37 二沉池設(shè)計(jì)計(jì)算 .............................................................................................................37 中心管面積與直徑...................................................................................................37 沉淀池的有效沉淀高度...........................................................................................38 中心管喇叭口到反射板之間的間隙高度...............................................................38 沉淀池總面積和池徑...............................................................................................38 緩沖層高度...............................................................................................................38 污泥斗及污泥斗高度...............................................................................................39 沉淀池的總高度.......................................................................................................39 沉淀池出水部分設(shè)計(jì)...............................................................................................39 污泥濃縮池設(shè)計(jì)計(jì)算 .....................................................................................................40 概述..........................................................................................................................40 設(shè)計(jì)參數(shù)..................................................................................................................40 設(shè)計(jì)計(jì)算..................................................................................................................40 污泥脫水機(jī)械選型 .........................................................................................................414. 英文翻譯..............................................................................................................................42致謝...........................................................................................................................................51附錄...........................................................................................................................................53 海納水處理咨詢網(wǎng)版權(quán)所有11. 文獻(xiàn)綜述高濃度有機(jī)廢水處理工藝研究進(jìn)展Progress of High Concentrated Organic Sewage Treatment Techniques摘要：目前，制藥廢水屬于較難處理的高濃度有機(jī)廢水，它具有組分復(fù)雜，污染物種類多，含量高，毒性強(qiáng)，難生物降解物質(zhì)多等特點(diǎn)。 UASB + two stage biological contact oxidation。關(guān)鍵詞：高濃度制藥廢水；工藝比較；UASB+ 兩級(jí)生物接觸氧化；構(gòu)筑物設(shè)計(jì)；畫(huà)圖 海納水處理咨詢網(wǎng)版權(quán)所有IIAbstractThe issue of this design is about process design of high concentrated pharmacy effluent treatment(the design water quantity is 500t/d).With the issue chosen, and on the basis of referring to abundant correlative literatures, a literature review named Progress of High Concentrated Organic Sewage Treatment Techniques was finished. At the same time, I have a general understanding of variety of high concentrated anic sewage treatment techniques. After paring the advantages and disadvantages of several techniques, according to the demand of inflow and outflow quality, finally I