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Types of Boundary Conditions 1.Specified head (including constant head) h = f (x,y,z,t) 2.Specified flux (including no flow)  h/  l = -q l /K l 3.Head-dependent.

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Presentation on theme: "Types of Boundary Conditions 1.Specified head (including constant head) h = f (x,y,z,t) 2.Specified flux (including no flow)  h/  l = -q l /K l 3.Head-dependent."— Presentation transcript:

1 Types of Boundary Conditions 1.Specified head (including constant head) h = f (x,y,z,t) 2.Specified flux (including no flow)  h/  l = -q l /K l 3.Head-dependent conditions q = -K b (h b – h)/b

2 Boundary Conditions A steady state solution with all specified flux boundary conditions (including no flow) without specified head or head-dependent internal boundaries may not converge or will give a non-unique solution. Boundary conditions always influence a steady state solution but may not influence a transient solution. Initial conditions provide reference heads for transient solutions so that it may be appropriate to set all boundary conditions to flux conditions.

3 Boundary Conditions A specified head boundary acts as an infinite source or sink. Specified flux conditions allow calibration to hydraulic conductivity while specified head and no flow boundaries do not.

4 Head measured in an observation well is known as a target. Targets used in Model Calibration The simulated head at the node representing the observation well is compared with the measured head. During model calibration, parameter values (e.g., R and T) are adjusted until the simulated head matches the observed value. Model calibration solves the inverse problem. Baseflow measurements are also used as targets in calibrating a groundwater flow model.

5 R river: specified head BC Baseflow measurements give you a way to calibrate the model since amount coming in via recharge must equal amount exiting the model as baseflow. R and K are known with uncertainty. Often R and K are estimated during model calibration. Problem: Model is sensitive only to the ratio R/K.

6 Distinction between physical and hydraulic boundary conditions

7 Water table contour map of Long Island, N.Y. A model built with hydraulic boundary conditions will be invalid if stresses inside or outside the model domain cause the hydraulic boundaries to shift or change.

8 4500 m Physical No flow boundaries Hydraulic Specified head boundaries PS 4.6 PS 4.1

9 Telescopic Mesh Refinement or TMR to set boundary conditions TMR option available in GWV


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