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<math>K_{fs}=\frac{\bar{C_{i}a^{2}}}{PT_{i}\left [ 2\bar{H_{i}^{2}}+\bar{C_{i}}a^{2}+\left ( \frac{2\bar{H_{i}}}{a^*} \right ) \right ]}</math>
<math>K_{fs}=\frac{\bar{C_{i}a^{2}}}{PT_{i}\left [ 2\bar{H_{i}^{2}}+\bar{C_{i}}a^{2}+\left ( \frac{2\bar{H_{i}}}{a^*} \right ) \right ]}</math>
{{Plainlist|1=Where:
{{Plainlist|1=Where:
−''{{overline|H}}'' = Mean water depth during a test
+*''{{overline|H}}'' = Mean water depth during a test
−''a'' = the radius of the test pit
+*''a'' = the radius of the test pit
−''α*'' = the representative soil soprtive number, and
+*''α*'' = the representative soil sorptive number, and
−''{{overline|C}}'' = is a shape function.}}
+*''{{overline|C}}'' = is a shape function.}}
Additional details may be found in the original paper<ref name = 'Reynolds'/>.
Additional details may be found in the original paper<ref name = 'Reynolds'/>.