Changes

<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'/>.