脱硫废水全自动板框压滤机选型及计算公式.pdf

全自动板框压滤机选型及计算公式全自动板框压滤机选型及计算公式1.11.1，日产干污泥量计算公式：日产干污泥量计算公式：WW1 1(S(S1 1S S2 2S S3 3)Q Q10106 6(T)(T)WW1 1日产干污泥量日产干污泥量(T)(T)S S1 1脱硫废水悬浮物含量脱硫废水悬浮物含量(mg/L)(mg/L)(一般按一般按 10000 mg/L10000 mg/L 计算计算)S S2 2每每 T T 废水投加消石灰量废水投加消石灰量(mg/L)(mg/L)(一般按一般按 4000 mg/L4000 mg/L 计算计算)S S3 3脱硫废水处理出水悬浮物含量脱硫废水处理出水悬浮物含量(mg/L)(mg/L)Q Q日产废水量日产废水量(T)(T)1.21.2设定板框压滤机压滤一次湿污泥饼量计算公式：设定板框压滤机压滤一次湿污泥饼量计算公式：WW2 2WW1 1n nP PWW2 2设定板框压滤机压滤一次湿污泥饼量设定板框压滤机压滤一次湿污泥饼量(T)(T)WW1 1日产干污泥量日产干污泥量(T)(T)n n 每日板框压滤机设定运行压滤次数每日板框压滤机设定运行压滤次数(运行一次按三小时计算运行一次按三小时计算)P P湿污泥饼含水率湿污泥饼含水率(一般脱硫污泥含水率按一般脱硫污泥含水率按 50%50%计算计算)1.31.3 求求板框压滤机压滤面积计算公式：板框压滤机压滤面积计算公式：S SWW2 22 2t tG GS S板框压滤机压滤面积（板框压滤机压滤面积（MM2 2）WW2 2设定板框压滤机压滤一次湿污泥饼量设定板框压滤机压滤一次湿污泥饼量(T)(T)t t压滤后湿污泥饼厚度（压滤后湿污泥饼厚度（MM）（一般湿污泥饼厚度按）（一般湿污泥饼厚度按 3Cm3Cm 计算）计算）G G湿污泥饼容重（湿污泥饼容重（T TMM3 3）（脱硫废水湿污泥饼容重一般按）（脱硫废水湿污泥饼容重一般按 1 1。1 T1 TMM3 3计算，干计算，干 CaSOCaSO3 3容重为容重为 1 1。3 T3 TMM3 3）1.41.4 脱硫废水处理污泥产生量计算脱硫废水处理污泥产生量计算脱硫废水处理污泥产生量计算脱硫废水处理污泥产生量计算序号序号脱硫废水处脱硫废水处理水量理水量T/hT/h进水悬浮物进水悬浮物浓度浓度mg/Lmg/L处理中消石灰处理中消石灰投加量投加量mg/Lmg/L湿污泥产生量湿污泥产生量(含水率含水率 90%)90%)T/dT/d干污干污泥产泥产生量生量T/dT/d1 15 510000100004000400016.816.88 82 26 610000100004000400020.1620.162.02.016163 38 810000100004000400026.8826.882.62.688884 4101010000100004000400033.633.66 65 5121210000100004000400040.3240.324.04.032326 6151510000100004000400050.450.44 47 7181810000100004000400060.4860.486.06.048488 8202010000100004000400067.267.22 29 9242410000100004000400080.6480.648.08.064641010262610000100004000400087.3687.368.78.736361111282810000100004000400094.0894.089.49.46.76.75.05.03.33.31.61.6080812123030100001000040004000100.8100.810.10.08081 15 5 脱硫废水污泥脱水全自动板框压滤机选型参数脱硫废水污泥脱水全自动板框压滤机选型参数脱硫废水污泥脱水全自动板框压滤机选型参数脱硫废水污泥脱水全自动板框压滤机选型参数序序脱脱号号硫硫废废水水处处理理量量T/hT/h污污泥泥产产生生量量(含含水水率率9090%)%)T/dT/d1 15 52 26 63 38 84 410105 512126 615157 718188 820209 924241 116.16.8 820.20.161626.26.888833.33.606040.40.323250.50.404060.60.484867.67.202080.80.646487.87.36361.61.68 82.02.016162.62.688883.33.36 64.04.032325.05.04 46.06.048486.76.72 28.08.064648.78.73636干干污污泥泥产产生生量量T/dT/d板板 板板框框 框框机机 机机每每 一一天天 次次运运 运运行行 行行时时 周周间间 期期t/t/1 16 61 16 61 16 61 16 61 16 61 16 61 16 61 16 61 16 61 16 63 33 33 33 33 310.10.1 112.12.1 113.13.5 516.16.2 217.17.5 53 33 33 33 3t/t/3 3d d次次3.43.4XMZG40/80XMZG40/800-U0-U4.04.0XMZG50/80XMZG50/800-U0-U5.45.4XMZG60/92XMZG60/920-U0-U6.76.7XMZG80/92XMZG80/920-U0-U8.18.1XMZG90/10XMZG90/1000-U00-UXMZG120/1XMZG120/1000-U000-UXMZG140/1XMZG140/1250-U250-UXMZG150/1XMZG150/1250-U250-UXMZG180/1XMZG180/1250-U250-UXMZG200/1XMZG200/1250-U250-U77776767575753537171535363634747494939398008008008008008009209209209209209209209201000100010001000100010001000100012501250125012501250125012501250125012501250125012501250125012504 45 50 06 60 08 80 09 90 01 12 20 01 14 40 01 15 50 01 18 80 02 20 03 35 50 03.03.01.21.21.81.89.09.06.6.5 57.7.5 52.02.00 026263 35 50 02.72.71.21.21.61.62 28.18.16.6.5 57.7.5 52.02.03 35 50 02.252.251.21.21.31.35 56.76.75 56.6.5 57.7.5 52.02.03 35 50 02.12.11.21.21.21.26 66.36.36.6.5 57.7.5 52.02.03 33 33 33 33 33 35 50 05 50 05 50 05 50 05 50 05 50 01.81.81.351.351.21.20.90.90.750.750.60.61.21.20.30.36 61.21.20.40.45 51.21.20.50.54.4.1.21.20.70.72 21.21.20.80.81 11.21.21.01.08 84.04.05 52.22.25 58008000 0每每次次处处理理湿湿污污泥泥量量T/T/次次选用全自动板选用全自动板 滤滤框机型号框机型号板板数数量量块块滤板尺滤板尺寸寸mmmmmmmm压压泥泥泥泥每每滤滤饼饼饼饼次次面面厚厚含含产产积积度度水水污污MMc c2 2污污泥泥饼饼容容重重T/T/每每次次产产干干污污泥泥T/T/次次每每天天产产干干污污泥泥量量T/T/d d自自水水水水动动泵泵泵泵清清电电压压洗洗机机力力滤滤功功MM布布率率PaPa水水K K量量WWT T/h h/h h5.5.5 55.5.5 55.5.5 55.5.5 57.7.5 57.7.5 52.02.02.02.02.02.02.02.02.02.02.02.0率率泥泥量量MM3 3/次次mm%饼饼MM3 3量量1.81.84.4.5 54.4.5 55 53.63.64.4.5 56.6.5 55 52.72.74.4.5.45.46.6.0 01 194.94.0808100100.8.89.49.4080810.10.08081 16 61 16 63 33 318.18.8 820.20.2 2XMZG210/1XMZG210/1250-U250-UXMZG230/1XMZG230/1250-U250-U89898181125012501250125012501250125012502 21 10 01 12 23 30 03 35 50 03.453.451.21.22.02.07 710.10.35356.6.5 57.7.5 52.02.02 230303 35 50 03.153.151.21.21.81.89 99.59.56.6.5 57.7.5 52.02.01 12828