目錄摘 要 .3Abstract .4第一章 設計概論 .61.1 設計依據(jù)和任務 .61.2 設計目的 .7第二章 工藝流程的確定 .82.1 工藝流程的比較 .82.2 工藝流程的選擇 .11第三章 工藝流程設計計算 .133.1 設計流量的計算 .133.2 設備設計計算 .133.2.1 格柵 .133.2.2 提升泵房 .143.2.3 沉砂池 .153.2.4 初沉池 .163.2.5 A2/O.173.2.6 二沉池 .233.2.7 接觸池和加氯間 .253.2.8 污泥處理構筑物的計算 .263.3 構建筑物和設備一覽表 .29第四章 平面布置 .314.1 污水處理廠平面布置 .314.1.1 平面布置原則 .314.1.2 具體平面布置 .334.2 污水處理廠高程布置 .344.2.1 主要任務 .344.2.2 高程布置原則 .344.2.3 高程布置結(jié)果 .35第五章 供電儀表與供熱系統(tǒng)設計 .415.1 變配電系統(tǒng) .415.2 監(jiān)測儀表的設計 .41第六章 勞動定員 .426.1 定員原則 .426.2 污水廠人數(shù)定員 .42第七章 參考文獻 .43致謝 .44英文原文與文獻 .45摘 要以作為某開發(fā)區(qū)污水處理廠的初步設計和施工圖設計。該處理廠處理城市污水，且水質(zhì)較復雜：五日生化需氧量（BOD5）：140mg/L；懸浮物（SS）：200mg/L；化學需氧量（ ）：260mg/L；crCODNH3-N：30mg/L；處理后的水質(zhì)要求；BOD520mg/L；SS20mg/L；60mg/L；crCODNH3-N15mg/L；根據(jù)設計要求和求新的思想，該污水處理工程進水中氮含量均偏高，在去除 BOD5和 SS 的同時，還需要進行脫氮處理，故采用當代水處理工藝中較流行的 工藝。2/AO工藝由于不同環(huán)境條件，不同功能的微生物群落的有機配合，加之厭氧、缺氧條2/AO件下，部分不可生物降解的有機物能被開環(huán)或斷鏈，使得 N、P、有機碳被同時去除，并提高對不可降解有機物的去除效果。它可以同時完成有機物的去除，硝化脫氮、磷的過量攝取而被去除等功能，脫氮的前提是 NH3N 應完全硝化，好氧池能完成這一功能，缺氧池則完成脫氮功能。厭氧池和好氧池聯(lián)合完成除磷功能。此外該工藝還具有高效、節(jié)能的特點，且耐沖擊負荷較高，出水水質(zhì)好。因此,更具有廣泛的適應性，完全適合本設計的實際要求。本工藝的主要構筑物包括格柵、污水泵房、平流沉砂池、好氧池、厭氧池、缺氧池、二沉池、接觸消毒池、濃縮池、污泥脫水機房等。本設計采用了 為主體工藝，工藝流程相對簡單，省去了污泥消化系統(tǒng)，節(jié)省2/AO了基建投資和運行費用，該工藝處理污水運行穩(wěn)定，易于管理，出水水質(zhì)達到設計要求，真正做到了污水的綜合利用。關鍵詞： 格柵 泵房 新工藝 二沉池2/AbstractIt is a preliminary design and construction drawing for the sewage treatment plant development zone. This plant treats municipal sewage mainly. Its water quality is more complicated:Suspended substance ( ): 200mg/L;SThe biochemical oxygen demand of five days ( ): 140mg/L;5BODThe chemical oxygen demand ( ): 260mg/L; crCNH3-N: 30mg/L;Treated water quality is required:20mg/L; 5BODSS20mg/L; 60 mg/L;crCNH3-N15mg/L; According to the designing requirement and thought of looking for novelty: the content of nitrogen in the municipal sewage is on the high side in this project .so while getting rid of and , it should be treated with a proper process. We adopt and use a kind of craft, 5BODSwhich is a comparatively popular craft at present named Anaerobic-Anoxic-Oxic.The advantage of this comprehensive craft is extensive adaptability , totally suitable for reality originally designed purpose. Its main structures includes gate well , grid , sewage pumping house , earate and sinking sand pool , oxidizing ditch , the second sinking pool, contacting pool , concentration tank , mud to dehydrate in the computer lab etc. Process due to different environmental conditions, different functions of microbial communities in the organic, combined with anaerobic, anoxic condition, some non-biodegradable organic matter can be open or broken chain, making N, P, organic carbon is also removed, and to enhance non-degradable organic removal. It can simultaneously remove organic matter, nitrification and denitrification, excessive intake of phosphorus was removed and other functions, provided that removal of NH3 - N should be fully nitrification, aerobic tank to complete the function, oxygen tank is complete removal function. Anaerobic tank and aerobic phosphorus removal capabilities to complete the joint poolThis design have adopted the practical craft and equipment of good performance, and the procedure is simple, management is convenient, do not need to add the first sinking pool ,digestive system .reducing building and operating expenses, realizing automation totally at the same time, easy to manage, making the treated water reach sewage discharge standard , accomplish the rational utilization of water resource.Keywords: Grid Pumping house New craft The second sinking pool.2/AO第一章 設計概論1.1 設計依據(jù)和任務(1)原始依據(jù)設計題目: 6萬m 3/d城鎮(zhèn)污水推流式曝氣池處理工程設計設