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{{Equation|<math>
q_{ss,w} = <\int_{z_a}^{H(t)} \overline{u}(z,t) \overline{c}(z,t) dz >
</math>|211}}


[[Image:CR-07-1_Chapter4_78.jpg|500px|center|frame|Figure 78. Comparison between observed and calculated suspended sediment load for steady current using Equation 210 with empirical values of <math>C_R</math> and <math>/varepsilon</math>.]]
[[Image:CR-07-1_Chapter4_78.jpg|500px|center|frame|Figure 78. Comparison between observed and calculated suspended sediment load for steady current using Equation 210 with empirical values of <math>C_R</math> and <math>\varepsilon</math>.]]


==Fortran Compiler==
==Fortran Compiler==

Revision as of 17:12, 19 November 2012

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Math and Equations

  (211)
Figure 78. Comparison between observed and calculated suspended sediment load for steady current using Equation 210 with empirical values of and .

Fortran Compiler