Page 845 - Fundamentals of Water Treatment Unit Processes : Physical, Chemical, and Biological
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800                                                Appendix D: Fluid Mechanics—Reviews of Selected Topics



            TABLE CDD.2(a)
            Spreadsheet Calculating Pressure Surface for Under-Drain System (Excerpt)
            Formulae
            Q(orifice)j j 1 ¼ A(orif)   C   (2g)0.5   (DHi, j)0.5
                                           *
                                                   *
            Q(loss)j j 1 ¼ A(orif)   C   (2g)0.5   (DHi, j)0.5 n(orifices)=L DL
            Q(lat)j j 1 ¼ Q(lat)j 1   Q(loss)j j 1
            v(lat)j j 1 ¼ Q(lat)j j 1=A(lat)
                                 2
                               *
            DhLj j 1 ¼ f(yj j 1=d(lat) (v j =2g)
            Scenario
            (1) Data entries are to develop model (they are not realistic)
            (2) Under-drain system is generic with plastic pipe assumed for header and laterals
            (3) Lateral missing for x ¼ 0 m; also add laterals such that x   y

                                                          Data Inputs
                 Data-Header                   Data—Laterals                           Data—Orifices
                  f ¼ 0.012                      f ¼ 0.012                      C ¼ 0.620
                                                            3
                              3
            Q(header) ¼ 1.00  m =s         Q(lateral) ¼ 0.20  m =s         d(orifice) ¼ 0.005              m
            L(header) ¼ 10   m             L(lateral) ¼ 15  m            n(orifices)=L ¼ 55                orifices=m
            d(header) ¼ 0.50  m            d(lateral) ¼ 0.25  m           n(orifices) ¼ 825                orifices
                 g ¼ 9.808   m=s 2         n(laterals) ¼ 5                 Q(orifice) ¼ A(orif)   C   (2g) 0.5   (DHi, j) 0.5
                 H ¼ 20.000  m

                                                      Preliminary Calculations

            Lateral           #           A             1            2             3            4             5
            x(header)        m            0.00         2.00         4.00          6.00         8.00         10.00
                              3
            Q(header)        m =s         1.00         0.8          0.6           0.4          0.2           0
            v(header)        m=s          5.093        4.074        3.056         2.037        1.019         0.000
            Dh L (header)    m            0.063        0.041        0.023         0.010        0.003         0.000
            H                m           20.000       19.937        19.896       19.873       19.863        19.860




            TABLE CDD.2(b)
            Abstract of Head Levels and Flows in Header Pipes and Laterals for a Filter Bed a

                                   1.0                                2.0                                    5.0
            x (m)     Q(lat) j j 1  H(i, j)   p(i, j)    Q(lat) j j 1  H(i, j)   p(i, j)                    p(i, j)
                                                            3
                         3
            Y (m)      (m =s)       (m)        (m)        (m =s)       (m)        (m)                        (m)
             0.0        0.200      19.937     13.090       0.200      19.896     13.050     Columns 3.0 m   13.014
             1.0        0.187      19.899     13.161       0.187      19.858     13.120     and 4.0 m       13.084
             2.0        0.174      19.866     13.229       0.174      19.825     13.188     omitted         13.152
             3.0        0.160      19.838     13.294       0.160      19.797     13.253                     13.217
                                                   Rows 4.0 m to 12.0 m not shown

            13.0        0.028      19.734     13.717       0.029      19.693     13.676                     13.640
            14.0        0.015      19.734     13.729       0.016      19.693     13.688                     13.652
            15.0        0.002      19.734     13.733       0.002      19.693     13.693                     13.657

            a
             Coarse grid—abstracted from Table CDD-2(a).
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