1、城(cheng)(cheng)市主要(yao)來(lai)自于(yu)家(jia)庭(ting)、機(ji)關、商業、城(cheng)(cheng)市公用(yong)設施(shi)等(deng)(deng)(deng)(deng)排放的生(sheng)(sheng)(sheng)活(huo)污(wu)(wu)(wu)(wu)(wu)水(shui)(shui)(shui)(shui)和(he)適量(liang)(liang)的工(gong)業生(sheng)(sheng)(sheng)產廢水(shui)(shui)(shui)(shui),廢水(shui)(shui)(shui)(shui)水(shui)(shui)(shui)(shui)量(liang)(liang)大且存在明顯的晝夜周期性和(he)季節周期性變化。污(wu)(wu)(wu)(wu)(wu)水(shui)(shui)(shui)(shui)中的主要(yao)污(wu)(wu)(wu)(wu)(wu)染物(wu)(wu)(wu)有(you)(you)動植物(wu)(wu)(wu)油、懸浮物(wu)(wu)(wu)、碳水(shui)(shui)(shui)(shui)化合物(wu)(wu)(wu)、蛋白質(zhi)、表面(mian)活(huo)性劑、氮(dan)和(he)磷的化合物(wu)(wu)(wu)、微生(sheng)(sheng)(sheng)物(wu)(wu)(wu)等(deng)(deng)(deng)(deng),這(zhe)些有(you)(you)機(ji)污(wu)(wu)(wu)(wu)(wu)染物(wu)(wu)(wu)一般(ban)都比較容易生(sheng)(sheng)(sheng)物(wu)(wu)(wu)降解,可(ke)生(sheng)(sheng)(sheng)化性BOD/COD值達到0.5~0.6,且含有(you)(you)氮(dan)磷等(deng)(deng)(deng)(deng)營養物(wu)(wu)(wu)質(zhi),為生(sheng)(sheng)(sheng)物(wu)(wu)(wu)提供了良好的生(sheng)(sheng)(sheng)長(chang)(chang)環境(jing)。長(chang)(chang)期以來(lai),城(cheng)(cheng)市生(sheng)(sheng)(sheng)活(huo)污(wu)(wu)(wu)(wu)(wu)水(shui)(shui)(shui)(shui)的二級(ji)生(sheng)(sheng)(sheng)物(wu)(wu)(wu)處理(li)多采(cai)用(yong)活(huo)性污(wu)(wu)(wu)(wu)(wu)泥(ni)法(fa),它是當(dang)前(qian)世界各國應(ying)用(yong)最廣的一種(zhong)二級(ji)生(sheng)(sheng)(sheng)物(wu)(wu)(wu)處理(li)流程,具有(you)(you)處理(li)能力高,出水(shui)(shui)(shui)(shui)水(shui)(shui)(shui)(shui)質(zhi)好等(deng)(deng)(deng)(deng)優點(dian)。但(dan)卻普遍存在著基建費(fei)、運(yun)行費(fei)高,能耗大,管理(li)較復雜,易出現污(wu)(wu)(wu)(wu)(wu)泥(ni)膨脹、污(wu)(wu)(wu)(wu)(wu)泥(ni)上(shang)浮等(deng)(deng)(deng)(deng)問題,且不能去除氮(dan)、磷等(deng)(deng)(deng)(deng)無機(ji)營養物(wu)(wu)(wu)質(zhi)。由于(yu)污(wu)(wu)(wu)(wu)(wu)水(shui)(shui)(shui)(shui)處理(li)是一項側(ce)重(zhong)于(yu)環境(jing)效益(yi)和(he)社會(hui)效益(yi)的工(gong)程,因(yin)此在建設和(he)實際運(yun)行過程中常受(shou)到資(zi)金的限制,使得治(zhi)理(li)技術與資(zi)金問題成(cheng)為我國水(shui)(shui)(shui)(shui)污(wu)(wu)(wu)(wu)(wu)染治(zhi)理(li)的“瓶頸”。目前(qian)在城(cheng)(cheng)市生(sheng)(sheng)(sheng)活(huo)污(wu)(wu)(wu)(wu)(wu)水(shui)(shui)(shui)(shui)處理(li)研究和(he)應(ying)用(yong)領域(yu),普遍存在的問題有(you)(you):
(1)采用傳(chuan)統的(de)活(huo)性(xing)污(wu)泥(ni)法,往往基建費(fei)、運行(xing)費(fei)高(gao),能耗大,管理較復(fu)雜,易(yi)出現污(wu)泥(ni)膨(peng)脹現象;工藝設(she)備不能滿(man)足高(gao)效低耗的(de)要求。
(2)隨著污(wu)(wu)水(shui)排(pai)放標(biao)準的(de)不(bu)斷嚴格,對污(wu)(wu)水(shui)中氮(dan)(dan)、磷(lin)(lin)等營養物(wu)質的(de)排(pai)放要求較高,傳(chuan)統(tong)的(de)具有脫氮(dan)(dan)除(chu)磷(lin)(lin)功(gong)能(neng)的(de)污(wu)(wu)水(shui)處理(li)工藝多(duo)以(yi)活性污(wu)(wu)泥法為(wei)主,往往需(xu)要將多(duo)個(ge)厭氧和好氧反(fan)(fan)應池串聯,形成多(duo)級反(fan)(fan)應池,通過增(zeng)加內循環來達到(dao)脫氮(dan)(dan)除(chu)磷(lin)(lin)的(de)目的(de),這勢(shi)必(bi)要增(zeng)加基(ji)建投(tou)資的(de)費用及能(neng)耗,并(bing)且使運行(xing)管理(li)較為(wei)復(fu)雜。
(3)目(mu)前城市污水的(de)(de)(de)處(chu)(chu)理多以集中處(chu)(chu)理為主,龐大(da)的(de)(de)(de)污水收(shou)集系(xi)統(tong)的(de)(de)(de)投資(zi)遠遠超(chao)過(guo)污水處(chu)(chu)理廠本(ben)身的(de)(de)(de)投資(zi),因(yin)此建設大(da)型(xing)的(de)(de)(de)污水處(chu)(chu)理廠,集中處(chu)(chu)理生活污水,從污水再生回用(yong)的(de)(de)(de)角(jiao)度來(lai)說不(bu)一(yi)定是可(ke)取的(de)(de)(de)方案(an)。
2、技術關鍵
(1)用多級曝氣生(sheng)(sheng)(sheng)(sheng)(sheng)物(wu)濾(lv)池(chi)代(dai)替普通(tong)生(sheng)(sheng)(sheng)(sheng)(sheng)物(wu)池(chi):曝氣生(sheng)(sheng)(sheng)(sheng)(sheng)物(wu)濾(lv)池(chi)采用強制曝氣,供氧充(chong)足(zu),曝氣生(sheng)(sheng)(sheng)(sheng)(sheng)物(wu)池(chi)的(de)(de)(de)容積負荷可達2~10kgCOD/m3.d,單(dan)位(wei)容積的(de)(de)(de)處理能力是(shi)普通(tong)生(sheng)(sheng)(sheng)(sheng)(sheng)物(wu)濾(lv)池(chi)的(de)(de)(de)10倍(bei)左右。曝氣生(sheng)(sheng)(sheng)(sheng)(sheng)物(wu)濾(lv)池(chi)添(tian)加的(de)(de)(de)SNP填料比(bi)表面積高(gao)達500~900m2/m3,單(dan)位(wei)容積內(nei)可供生(sheng)(sheng)(sheng)(sheng)(sheng)物(wu)附著(zhu)生(sheng)(sheng)(sheng)(sheng)(sheng)長(chang)的(de)(de)(de)面積是(shi)普通(tong)濾(lv)池(chi)的(de)(de)(de)十幾(ji)倍(bei)。孔隙率高(gao)達92%~95%,惰性成(cheng)分只占4%~8%的(de)(de)(de)池(chi)容,有(you)效空(kong)間更(geng)多。
(2)投加不同(tong)濾料(liao),使得(de)單元填料(liao)中同(tong)時具有(you)厭氧(yang)、缺(que)氧(yang)和好(hao)氧(yang)區,有(you)利于食(shi)物(wu)鏈的形成,并能在曝氣條件下,同(tong)時具有(you)脫(tuo)氮、除磷(lin)和去除有(you)機物(wu)的功能。具體聯系或(huo)參見更多相關技術文檔(dang)。
(3)用氣(qi)浮(fu)池(chi)代替傳統水(shui)處理工藝中的(de)沉淀(dian)池(chi),可以(yi)大(da)大(da)提高曝氣(qi)生(sheng)物濾(lv)池(chi)老化和脫落的(de)生(sheng)物膜及懸浮(fu)物的(de)去(qu)除(chu)率,可減少水(shui)力停留時間,減少構筑物占(zhan)地面積(ji)(ji),減少土建投資(zi),氣(qi)浮(fu)法同沉淀(dian)法相比(bi)占(zhan)地面積(ji)(ji)僅為(wei)其1/8~1/2,池(chi)容積(ji)(ji)僅為(wei)1/8~1/4。排出的(de)浮(fu)渣含水(shui)率大(da)大(da)降低,污(wu)泥體(ti)積(ji)(ji)僅為(wei)其1/10~1/2,便于污(wu)泥的(de)進一步處理和處置,又節約了處理費用。