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啤酒廠污水所有專業(yè)-wenkub

2023-05-19 14:54:41 本頁面
 

【正文】 ........................................................................................... 2 厭氧 好氧工藝選擇 ............................................................................................. 3 厭氧生物處理 .......................................................................................... 3 好氧生物處理 ............................................................................................. 3 方案比選 ............................................................................................................ 4 UASB+SBR 法處理啤酒廢水 ...................................................................... 4 UASB— 好氧接觸氧化工藝處理啤酒廢水 .................................................... 5 生物接觸氧化法處理啤酒廢水 .................................................................... 6 方案確定 ........................................................................................................... 7 三、 構(gòu)筑物設(shè)計(jì) ............................................................................................................. 9 格柵 .................................................................................................................... 9 設(shè)計(jì)說明 .................................................................................................... 9 設(shè)計(jì)參數(shù) .................................................................................................... 9 設(shè)計(jì)計(jì)算 .................................................................................................... 9 調(diào)節(jié)池 ............................................................................................................... 11 調(diào)節(jié)池作用 .............................................................................................. 11 設(shè)計(jì)參數(shù) .................................................................................................. 11 設(shè)計(jì)計(jì)算 .................................................................................................. 12 UASB 反應(yīng)器 .................................................................................................. 12 UASB 反應(yīng)器作用 .................................................................................... 12 設(shè)計(jì)參數(shù) .................................................................................................. 13 設(shè)計(jì)計(jì)算 .................................................................................................. 13 出水系統(tǒng)設(shè)計(jì) ........................................................................................... 15 排泥系統(tǒng)設(shè)計(jì) ........................................................................................... 15 SBR反應(yīng)池 ....................................................................................................... 15 設(shè)計(jì)說明 .................................................................................................. 15 設(shè)計(jì)參數(shù) .................................................................................................. 17 反應(yīng)池設(shè)計(jì) .............................................................................................. 18 反應(yīng)池控制 .............................................................................................. 19 排渠管道 .................................................................................................. 19 排泥系統(tǒng) .................................................................................................. 20 曝氣系統(tǒng) .................................................................................................. 20 空氣管計(jì)算 .............................................................................................. 22 潷水器 ..................................................................................................... 23 鼓風(fēng)機(jī)房 ........................................................................................................... 23 污泥處理系統(tǒng) .................................................................................................... 24 污泥設(shè)計(jì) .................................................................................................. 24 尺寸計(jì)算 .................................................................................................. 24 四、 污水廠布置 ........................................................................................................... 27 平面布置原則 .................................................................................................... 28 建筑物距離 .............................................................................................. 29 廠內(nèi)道路 ................................................................................................. 29 總論 ........................................................................................................ 29 污水高程布置 ................................................................................................... 29 高程布置任務(wù) .......................................................................................... 29 高程布置原則 .......................................................................................... 29 五、 總結(jié)分析 ............................................................................................................... 30 參考文獻(xiàn) ........................................................................................................................ 31 致謝 ............................................................................................................................... 32 廣東輕院 —— 2500m3/d 啤酒廢水處理廠畢業(yè)設(shè)計(jì) 1 一 、 設(shè)計(jì)資料及要求 隨著 粵東沿海地區(qū)的 經(jīng)濟(jì)和社會的發(fā)展, 人民生活水平的提高, 餐飲娛樂行業(yè)發(fā)展迅速,帶動著 本地區(qū) 啤酒產(chǎn)業(yè)的迅猛發(fā)展 ,其產(chǎn)量 呈 逐年上升。\/d, wastewater mainly containing high concentrations of organic matter, the main pollution material for BOD5, COD, SS。生化處理采用生物接觸氧化法, 可提高有機(jī)物去除效率。 摘要 本設(shè)計(jì)為啤酒廢水處理工程設(shè)計(jì),污水處理規(guī)模為 2500 m179。沉淀池用來進(jìn)行泥水分離。 and the BOD5\/CODcr value high, very conducive to biochemical treatment, bined with the characteristics of water quality of wastewater, and the parison of the various processing process, the final choice of UASB+SB
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