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    Hangzhou long Shu filtration Equipment Co., Ltd

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    Maison> Nouvelles> The selection of calculation of the filter press

    The selection of calculation of the filter press

    2012-06-23 Reads : 756

    Theoretical calculation of the pressure filter selectionHow to choose the chamberfilter pressto handle the sewage

    Sewage treatmentplants,often for cost savings,self-built sewage tank,reaction tank,settling tank to solve the

    sewage to beprocessed,but in the choice of chamberfilter presstime,is often notclear,inthe end choos

    e what type ofpressure filter machinecan handle every day to deal withsewage,the following,a rough introd

    uction-this method is verypopular,generalplantare suitable for thismethod to calculate the volume of se

    wage treated and filter press matching.In this paper, Our production of the chamberfilter press, the applic

    ation (the design of filter area), commonly used in the calculation the amount of wet sludge, dry sludge vol

    ume method, and the selection of design parameters described in the environmental protection industry s

    ludge dewatering suspension volume and other methods, these design calculation method which wet slu

    dge volume method is relatively accurate and better data sources to obtain recommendations give priority

    to the use of this method to calculate thefilterarea:

    ? Wet sludge volume method:

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    1,?Filtering area of standard: GB production manufacturingfilter pressthe filter area per square equivalent

    to the solid volume 15L.

    2 ,filter press : the volumeV1 (M3),filter press beforeasewage moisture content= 97.5% ~ 99.2%(General

    Experience).

    After the pressure filtration: the volumeV2 (M3),filter press sludge water content rateb = 75%.

    4,filter press cycle:????Filter press the number oftper day.

    5,?Solid content balance method:V1(1-a)= V2 (1-b),derivedV2 = V1(1-a)/ (1-b).

    6.?Filter area:1000V2/15/t = 1000the V1(1-a)/ (1-b)/15 / t,.

    7,?For example: a hardware factory in Guangdong, a day after treatment (tothe sludge thickener)wet sludg

    e volumeV1 = 6.0 the M3,the moisture content ofa = 98.0%,to be ready every day of sludge thickening,slu

    dgetreatment once should be chosenfilter pressfilter area= 10006.0(1-98%) / (1-75%)/15/1 = 32,acco

    rding to the calculation suggested the use of35M2(more than32-M2big points)XMYJ35 / 800-UB,filter pres

    s.

    Note:X - achamberfilter press.M ---stream.Y ----Hydraulic automatic.J ---manual jack.a -undercurrent (i

    n addition to the sewage containing corrosive or volatile ingredients, generally do not choose the undercu

    rrentk-washableb--- can not washu-plastic filter plate (in the comment letters and letters unrelated tex

    t.)

    keywords : Van filter, moisture content, sewage, v2, sludge dewatering,

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