Page 242 - Soil and water contamination, 2nd edition
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Sediment transport and deposition                                     229

                   surface roughness is determined by irregularities, such as ripples or aquatic vegetation, the
                   value of K  is adjusted to an equivalent particle size diameter.
                           n
                      Example 12.2  Bottom shear stress  in lakes

                      Estimate the bottom shear stress τ  for a shallow lake with the following characteristics:

                                                 b
                                                                              -1
                      water depth = 90 cm, wind fetch length = 300 m, wind speed = 17 m s  (Beaufort scale
                      wind force 7), D90 of the bed sediment  = 70 μm. Given the critical shear stress  for both
                                                 -2
                      erosion  and deposition = 0.10 N m , say whether the sediment is settling or eroding.
                      Solution
                      First, calculate the parameters k , k , γ , and γ :
                                              1  2  1    2
                                              . 0  375
                                      8 . 9  . 0  90                . 0 375
                      k     tanh  . 0  833           tanh(  . 0  833  . 0  0305  )    tanh(  . 0  225 )    . 0  221
                       1                 2
                                       17
                                             . 0  75
                                     8 . 9  . 0  90
                      k  2     tanh  . 0  53       tanh(  . 0  53  . 0  0305  . 0  75  )    tanh(  . 0  039 )    . 0  039
                                      17 2
                                         . 0  25
                                  8 . 9  300            . 0 25
                            . 0  077          . 0  077  10 . 17     . 0  138
                       1            2
                                  17
                                          . 0  42
                                   8 . 9  300             . 0 42
                            . 0  0125           . 0  0125  10 . 17     . 0  033
                       2             2
                                   17
                      Second, calculate the wave height H  and wave period T :
                                                  w              w
                                 17 2            . 0  033
                      H      . 0  283  . 0  039  tanh     . 0  325 tanh(  . 0  846 )    . 0  325  . 0  689    . 0  224  m
                        w
                                   8 . 9         . 0  039
                                17            . 0  138
                      T w     . 7  54  . 0  221  tanh     . 2  891 tanh(  . 0  624 )    . 2  891  . 0  554    . 1  60  s
                                 8 . 9        . 0  221
                      To estimate the wave length L , first make an initial estimation by using Equation (12.6):
                                             w
                             8 . 9  . 1  60 2
                      L w              . 3  99  m
                              2
                      In this case, the water depth H is less than the half of the wave length L , so Equation
                                                                                w
                      (12.7) should be used to estimate the wave length. Because L  appears on both sides of
                                                                       w
                      the equation, it should be solved iteratively. For the first estimation, the above initial
                      estimation is used. The iteration is continued until L  no longer changes:
                                                               w
                                              2    . 0  90
                       st
                      1  iteration:  L     . 3  99  tanh     . 3  99  tanh(  . 1  417 )    . 3  99  . 0  889    . 3  55  m
                                  w
                                                 . 3  99
                                               2    . 0  90
                       nd
                      2  iteration:  L     . 3  99  tanh     . 3  99 tanh(  . 1  593 )    . 3  99  . 0  921    . 3  67  m
                                  w
                                                  . 3  55
                                              2    . 0  90
                       rd
                      3  iteration:  L     . 3  99  tanh     . 3  99 tanh(  . 1  541 )    . 3  99  . 0  912    . 3  64  m
                                  w
                                                 . 3  67





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