文档介绍：4单元计算 RawWaterTank 4原水罐 RawWaterPump 4原水泵 BackWashPump 4反洗水泵 UltraFiltration: 5超滤: SoftenerFilter: 5软化器: ROHighPressurePump 61st高压泵 62nd高压泵 ROdesigncalculation 7反渗透设计计算 EDIdesigncalculation 7EDI设计计算 OsmostarHeatExchanger 7Osmostar消毒热交换器 PipingDesignCalculation 8管路设计计算 PipingCalculationofUltraFiltration 8超滤管道设计: PipingforSoftenerFilter: 9软化器管道: PipingInfrontoftheROHighPressurePump 9高压泵前管道: PipingbehindtheROHighPressurePump 9高压泵后管道: 1stROoutletPiping: 10一级RO出口管道: 2ndROoutletPiping: 10二级RO出口管道: EDIoutletPiping: 10EDI出口管道: Appendix 11附录 AppendixA--UFCalculation 11附录A超滤计算书 AppendixB—RODesignCalculation 14附录BRO设计计 ordingtotheoperationparameterfromthesupplyer:根据供应商提供的运行参数:SowechoosetheRawWaterTank:5m3RawWaterPump原水泵 Accordingtotheoperationparameterfromthesupplyer:根据供应商提供的运行参数:~,~,由于单体设备的管道距离短,管道的压力损失可忽略不计。~~:Q=10m3/h,H=:Q=10m3/h,H= Accordingtotheoperationparameterfromthesupplyer:根据供应商提供的运行参数:ThewaterflowquantityoftheUltraFiltration,duringthenormaloperationisabout10m3/,,反洗时所需流量为约为18m3/,管道的压力损失可忽略不计。Sowechoosetherawwaterpump:Q=18m3/h,H=:超滤:Accordingtotheoperationparameterfromthesupplyer:根据供应商提供的运行参数:DetailedUFDesignpleaseseetheattachmentA详细UF计算书请见附件ASoftenerFilter:软化器:Thetotalharnessoftherawwateris150mg/L,about3mEq/l;RegenerationPeriodis16hour;Workexchangecapacityis1000mol/m3原水进水的总硬度小于等于160PPM,故按最大值160mg/L计算,;再生周期定为16小时;树脂的交换容量为1000mol