加藥量計(jì)算(學(xué)習(xí)資料)

1、PACPAC、PAMPAM加加藥藥量量計(jì)計(jì)算算名名稱稱單單位位含含油油污污水水CAFCAF渦渦凹凹?xì)鈿飧「AFDAF溶溶氣氣氣氣浮浮高高密密度度沉沉淀淀流流砂砂過過濾濾污水流量Qm3/h150150150150150150150150混混凝凝劑劑PACPACmg/L5050303050502525投加量kg/h7.54.57.53.75干粉投加量kg/d558558配比濃度10%10%10%10%計(jì)量泵L/h75754545757537.537.5藥劑量m3/d5.585.58絮絮凝凝劑劑PAMPAMmg/L5 53 33 30 0投加量kg/h0.750.450.450干粉投加量kg/d3

2、9.639.6配比濃度0.10%0.10%0.10%0計(jì)量泵L/h7507504504504504500 0藥劑量m3/d39.639.6營(yíng)營(yíng)養(yǎng)養(yǎng)鹽鹽- -磷磷酸酸氫氫二二鈉鈉、堿堿度度- -碳碳酸酸氫氫鈉鈉(C:N:P=100:5:1)(C:N:P=100:5:1)名名稱稱單單位位含含油油污污水水AOAO生生化化池池污水流量m3/h150150進(jìn)水BOD5mg/L250250出水BOD5mg/L1010進(jìn)水NH3-Nmg/L5050出水NH3-Nmg/L1010進(jìn)水總氮mg/L6060出水總氮mg/L2020NaH2PO4NaH2PO4mg/L9.689.68投加量kg/h1.45干粉投加量

3、kg/d34.8434.84配比濃度2%計(jì)量泵L/h72.5872.58藥劑量m3/d1.741.741-e-kt0.683363231出水溶解性BOD5mg/L6.41微生物同化去除的總氮mg/L10.36硝化：被氧化的NH3-N量mg/L39.6439.64反硝化：還原的NO3-N量mg/L29.6429.64硝化消耗堿度ALKNmg/L283.06混合液剩余堿度ALKEmg/L50.00進(jìn)水堿度(Na2CO3)ALKWmg/L100反硝化產(chǎn)生堿度ALKFmg/L105.83分解BOD產(chǎn)生堿度ALKCmg/L24.36需補(bǔ)充堿度ALKmg/LALK=(ALKN+ALKE)-(ALKW+AL

4、KF+ALKC)NaHCO3NaHCO3mg/L102.87102.87投加量kg/h15.43干粉投加量kg/d370.34370.34配比濃度5%計(jì)量泵L/h308.61308.61藥劑量m3/d7.417.41二二氧氧化化氯氯加加藥藥量量計(jì)計(jì)算算名名稱稱單單位位含含油油、含含鹽鹽污污水水( (消消毒毒池池) )污水流量m3/h250250二二氧氧化化氯氯mg/L8 8投加量kg/h2 2氯氯酸酸鈉鈉干干粉粉g/g0.55轉(zhuǎn)化率70%NaCLO3干粉用量kg/h1.571.57氯酸鈉干粉價(jià)格元/噸5000HCLHCL溶溶液液（31%31%）g/g1.2轉(zhuǎn)化率80%HCL溶液用量kg/h3

5、3HCL溶液價(jià)格元/噸800噸噸水水費(fèi)費(fèi)用用元/噸0.040.04含含鹽鹽污污水水CAFCAF渦渦凹凹?xì)鈿飧「AFDAF溶溶氣氣氣氣浮浮高高密密度度沉沉淀淀流流砂砂過過濾濾10010010010010010010010050503030505025255352.537237210%10%10%10%50503030505025253.723.725 53 33 30 00.50.30.3026.426.40.10%0.10%0.10%05005003003003003000 026.426.4含含鹽鹽污污水水AOAO生生化化池池1001003003001515505015156060202011.6111.611.1627.8727.872%58.0658.061.391.390.6833632316.4112.4832.5232.5227.5227.52232.1850.0010098.2429.36ALK=(ALKN+ALKE)-(ALKW+ALKF+ALKC)PACPAC、PAMPAM加加藥藥量量計(jì)計(jì)算算營(yíng)營(yíng)養(yǎng)養(yǎng)鹽鹽- -磷磷酸酸氫氫二二鈉鈉、堿堿度度- -碳碳酸酸氫氫鈉鈉(C:N:P=100:5:1)(C:N:P=100:5:1)54.5854.585.46131.00131.005%109.16109.162.622.62二