脱硫废水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1.1，日产干污泥量计算公式：W1＝(S1＋S2－S3)×Q／106(T)W1－日产干污泥量(T)S1－脱硫废水悬浮物含量(mg/L)(一般按10000mg/L计算)S2－每T废水投加消石灰量(mg/L)(一般按4000mg/L计算)S3－脱硫废水处理出水悬浮物含量(mg/L)Q－日产废水量(T)1.2设定板框压滤机压滤一次湿污泥饼量计算公式：W2＝W1／n／PW2－设定板框压滤机压滤一次湿污泥饼量(T)W1－日产干污泥量(T)n－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)P－湿污泥饼含水率(一般脱硫污泥含水率按50%计算)1.3求板框压滤机压滤面积计算公式：S＝W2×2／t×GS－板框压滤机压滤面积（M2）W2－设定板框压滤机压滤一次湿污泥饼量(T)t－压滤后湿污泥饼厚度（M）（一般湿污泥饼厚度按3Cm计算）G－湿污泥饼容重（T／M3）（脱硫废水湿污泥饼容重一般按1。1T／M3计算，干CaSO3容重为1。3T／M3）1.4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序号脱硫废水处理水量T/h进水悬浮物浓度mg/L处理中消石灰投加量mg/L湿污泥产生量(含水率90%)T/d干污泥产生量T/d1510000400016.81.682610000400020.162.0163810000400026.882.68841010000400033.63.3651210000400040.324.03261510000400050.45.0471810000400060.486.04882010000400067.26.7292410000400080.648.064102610000400087.368.736112810000400094.089.4081230100004000100.810.081．5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序号脱硫废水处理量T/h污泥产生量(含水率90%)T/d干污泥产生量T/d板框机每天运行时间t/d板框机一次运行周期t/次每次处理湿污泥量T/次选用全自动板框机型号滤板数量块滤板尺寸mm×mm压滤面积M2泥饼厚度cm泥饼含水率%每次产污泥饼量M3/次污泥饼容重T/M3每次产干污泥量T/次每天产干污泥量T/d自动清洗滤布水量T/h水泵电机功率KW/h水泵压力MPa1516.81.681633.4XMZG40/800-U39800×800403500.61.20.361.84.55.52.02620.162.0161634.0XMZG50/800-U49800×800503500.751.20.452.254.55.52.03826.882.6881635.4XMZG60/920-U47920×920603500.91.20.54.2.74.55.52.041033.603.361636.7XMZG80/920-U63920×920803501.21.20.723.64.55.52.051240.324.0321638.1XMZG90/1000-U531000×1000903501.351.20.814.056.57.52.061550.405.0416310.1XMZG120/1000-U711000×10001203501.81.21.085.46.57.52.071860.486.04816312.1XMZG140/1250-U531250×12501403502.11.21.266.36.57.52.082067.206.7216313.5XMZG150/1250-U571250×12501503502.251.21.356.756.57.52.092480.648.06416316.2XMZG180/1250-U671250×12501803502.71.21.628.16.57.52.0102687.368.73616317.5XMZG200/1250-U771250×12502003503.01.21.89.06.57.52.0112894.089.40816318.8XMZG210/1250-U811250×12502103503.151.21.899.56.57.52.01230100.810.0816320.2XMZG230/1250-U891250×12502303503.451.22.0710.356.57.52.0