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242                                                  Soil and Water Contamination


                     Box 13.I Determination of the ratio between solid mass and solution volume

                     In the saturated zone (groundwater), the mass of the solids divided by the solution
                     volume can be calculated by:
                     M        1 (  n)
                       s            s       b                                        (13.Ia)
                      V          n         n
                                                                         3
                     where M  = the mass of the solids [M], V = the solution volume [L ], n = the water-filled
                            s
                                                                                          -3
                     porosity of the sediment [-], ρ  = the sediment particle density (approximately 2.65 g cm
                                             s
                                                                          -3
                     for mineral sediments, much smaller for organic sediments) [M L ], and ρ  = the dry
                                                                                  b
                     bulk density of the bed sediment (defined as weight of dry solids divided by the volume
                                                              -3
                     of the bulk soil or sediment, so ρ  = (1 – n) ⋅ ρ  [M L ].
                                               b         s
                     In the  unsaturated zone in soil, the mass of the solids divided by the solution volume is
                     given by:
                      M  s     b       w
                                                                                     (13.Ib)
                      V               w
                                                                                          -3
                     where θ = the soil volumetric moisture content [-], ρ  = density of water (≈ 1.00 g cm
                                                               w
                     for fresh water), and w = the soil gravimetric moisture content.
                     If the solids are in suspension in surface water, the mass of the solids divided by the
                     solution volume represents the concentration of suspended matter:
                     M
                       s     SS                                                      (13.Ic)
                      V
                                                                -3
                     where SS = the suspended solids concentration [M L ]. For exchange between surface
                     water and bed sediments it is usual to assume an active top layer in which the sediment
                     mass is fully able to interact with the overlying water:
                                 (
                     M        A  d 1  n)       d
                       s
                                       s          b                                  (13.Id)
                      V       A( H    n  d)  H    n  d
                     Where A = a standard surface area over which the exchange takes place, d = the depth
                     of the active top sediment layer (usually in the order of between 1 and 5 mm) [L], and
                     H = the water depth [L].





                                                             -1
                    Table 13.1  Relationships between K oc    and K ow    (K oc  and K ow  in l kg ) (source: Lymann et al., 1990).
                    Class of organic compounds                   Regression equation
                    Aromatics, polynuclear aromatics, triazines, and dinitroaniline   log K oc  = 0.937 log K ow  – 0.006
                    herbicides
                    Mostly aromatic  or polynuclear aromatics; two chlorinated  log K oc  = 1.00 log K ow  – 0.21
                    s-Triazines and dinitroaniline herbicides    log K oc  = 0.94 log K ow  + 0.02
                    Variety of pesticides                        log K oc  = 1.029 log K ow  – 0.18
                    Wide variety of organic compounds, mainly pesticides   log K oc  = 0.544 log K ow  +1.377
                    Note: units of K oc  and K ow  are in l kg -1









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