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內(nèi)蒙古包頭市磴口水廠給水工程
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資料類別
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化工建筑畢業(yè)論文（設(shè)計） |
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課程(專業(yè))
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給水工程 |
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關(guān)鍵詞
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斗槽|機(jī)械絮凝池 |
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適用年級
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大學(xué) |
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身份要求
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普通會員 |
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金 幣
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100 �。�金幣如何獲得？） |
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文件格式
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word+CAD+ppt |
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文件大小
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1922K |
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發(fā)布時間
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2011-01-03 21:11:00 |
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預(yù)覽文件
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無 |
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下載次數(shù)
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0 |
| 發(fā)布人 |
lj |
內(nèi)容簡介：
畢業(yè)設(shè)計 內(nèi)蒙古包頭市磴口水廠給水工程，共77頁，28246字，附CAD圖,英文文章及翻譯,任務(wù)書,答辯課件
摘要：
本設(shè)計的主要任務(wù)是內(nèi)蒙古包頭市磴口水廠給水工程設(shè)計。設(shè)計的主要內(nèi)容包括：設(shè)計規(guī)模的確定、給水系統(tǒng)選擇、給水方案比較、取水工程設(shè)計、凈水廠設(shè)計和二級泵房設(shè)計。
設(shè)計書由設(shè)計資料、設(shè)計說明書和設(shè)計計算書三部分組成。
本設(shè)計的設(shè)計規(guī)模是6.5萬m3/d，以黃河干流為水源。采用的給水系統(tǒng)為：源水→斗槽（一泵房）→管式靜態(tài)混合器→機(jī)械絮凝池 + 往復(fù)式隔板絮凝池→平流式沉淀池→V型濾池→清水池→二泵→城市管網(wǎng)。選用硫酸鋁為混凝劑，液氯為消毒劑。水廠出水水質(zhì)要求達(dá)到生活飲用水衛(wèi)生規(guī)范（2001）。
水廠位于包頭市郊，城市的東南方，地面標(biāo)高為1058m，總占地面積4.70公頃，綠化面積約占25％，附屬面積約占總面積的15％，內(nèi)設(shè)標(biāo)準(zhǔn)化籃球場和排球場，力爭創(chuàng)建一個清新怡人的現(xiàn)代化水廠。
關(guān)鍵詞：斗槽，機(jī)械絮凝池，隔板絮凝池，平流沉淀池，V型濾池，泵房
目錄
第一篇設(shè)計說明書
1概述┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉1
1.1城市概況┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉1
1.2城市現(xiàn)有給水工程概況┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉1
1.3原始設(shè)計資料┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉1
1.3.1地質(zhì)條件┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉1
1.3.2氣象資料┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉1
1.3.3日用水量變化系數(shù)┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉2
1.3.4城市原管網(wǎng)規(guī)劃圖┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉2
1.4工程設(shè)計┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉2
2設(shè)計水量┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉4
2.1設(shè)計用水量┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉4
2.2設(shè)計水量┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉4
3給水工程規(guī)劃┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉5
3.1給水工程方案┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉5
3.1.1水源的選擇┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉5
3.1.2水處理工藝選擇┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉5
3.2給水工程設(shè)計方案┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉5
3.2.1技術(shù)比較┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉5
3.2.2經(jīng)濟(jì)比較┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉5
3.2.3綜合方案比較┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉6
3.2.4各處理構(gòu)筑物設(shè)計參數(shù)的選擇┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉7
4給水水源及取水工程┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉10
4.1取水位置選擇┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉10
4.2取水構(gòu)筑物選型┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉10
5輸配水工程┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉11
5.1取水泵站（一級泵站）┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉11
5.2輸水工程┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉11
5.3配水工程┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉12
5.4調(diào)節(jié)構(gòu)筑物┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉13
5.5二級泵站┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉14
6水處理工程┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉16
6.1水處理工藝流程┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉16
6.2水處理構(gòu)筑物┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉16
6.2.1投藥工藝┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉16
6.2.2配水井┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉16
6.2.3網(wǎng)格絮凝池┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉16
6.2.4平流沉淀池┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉18
6.2.5普通快濾池┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉18
6.2.6回收水泵和回收水池┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉18
6.2.7消毒工藝┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉19
6.2.8吸水井┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉19
6.3給水處理廠平面布置和高程布置┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉19
6.3.1平面布置┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉20
6.3.2高程布置┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉20
6.3.3附屬構(gòu)筑物┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉21
7設(shè)計特色及存在的問題和建議┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉22
第二篇設(shè)計計算
8設(shè)計用水量計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉23
8.1設(shè)計規(guī)模┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉23
8.2設(shè)計水量的確定┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉23
9輸配水工藝計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉24
9.1輸水管設(shè)計及計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉24
9.2取水水泵選配計算及一級泵站工藝布置┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉24
9.2.1設(shè)計參數(shù)┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉24
9.2.2設(shè)計計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉24
9.3配水管網(wǎng)設(shè)計及水力計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉27
9.3.1比流量計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉27
9.3.2節(jié)點(diǎn)流量┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉27
9.3.3管段流量計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉28
9.3.4管網(wǎng)程序平差┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉29
9.4送水水泵選配計算及二泵站工藝布置┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉32
9.4.1選泵┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉32
9.4.2水泵吸水管水頭損失┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉33
9.4.3水泵壓水管水頭損失┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉33
9.4.4泵房高度┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉34
9.4.5水泵房內(nèi)設(shè)備┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉34
9.4.6選擇真空泵┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉34
9.4.7排水泵┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉34
9.5調(diào)節(jié)構(gòu)筑物計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉34
10給水處理廠工藝計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉38
10.1投藥工藝計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉38
10.1.1已知條件┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉38
10.1.2設(shè)計計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉38
10.2混合工藝計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉39
10.2.1設(shè)計概述┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉39
10.2.2設(shè)計計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉39
10.3絮凝工藝計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉40
10.3.1已知條件┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉40
10.3.2設(shè)計計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉40
10.4沉淀工藝計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉41
10.4.1已知條件┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉41
10.4.2設(shè)計計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉41
10.5過濾工藝計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉52
10.5.1已知條件┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉52
10.5.2設(shè)計計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉52
10.6回收水池及回收水泵┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉57
10.7廠內(nèi)配水井┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉57
10.8消毒工藝計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉57
10.8.1已知條件┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉57
10.8.2設(shè)計計算┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉57
10.9吸水井┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉58
11給水處理廠人員編制及輔助建筑物使用面積計算┉┉┉┉┉┉┉┉┉┉┉┉┉60
11.1水廠輔助建筑物設(shè)置┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉60
11.2水廠平面布置┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉60
11.3水廠高程布置┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉60
12謝辭┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉62
13主要參考文獻(xiàn)┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉┉63
第三篇附錄
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