Table 2.

Comparison Between ∆h for an Instantaneous SLR of 1 m Using Numerical and Analytic Modeling and Different Inland Boundary Conditions.

Setting	Distance (m)	500	1000	1500	3000	4700
Fixed‐head inland boundary condition	∆h, analytic model (m)	0.895	0.781	0.669	0.348	0
	∆h, numerical model (m)	0.902	0.786	0.673	0.412	0
Fixed‐flux inland boundary condition	∆h, analytic model (m)	0.999	0.989	0.978	0.953	0.934
	∆h, numerical model (m)	1	0.999	0.989	0.967	0.943