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. Author manuscript; available in PMC: 2015 Jan 1.
Published in final edited form as: Adv Water Resour. 2014 Jan 1;63:120–130. doi: 10.1016/j.advwatres.2013.11.005

Figure 2.

Figure 2

Transient hydraulic head boundary conditions for the 2-D Hydrus model. (a) The upper boundary was simulated by combining a record of rainfall events at Char Para and a record of observations on Pond 1 levels. Black open grad symbols represent observed water table level in W1.1a. (b) Expanded view of the slowly varying specified head boundaries.