1
# adaptation avec coef=2^{-n} hmin=coef^2 de la fissure P1
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# coef niter n_node n_elt hmin hmax err_l2 err_infty err_h1
5
0.5 10 45 64 0.173307 0.353553 0.00979202 0.0255812 0.0521744
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0.25 10 559 1020 0.0456487 0.0935484 0.00188909 0.0113494 0.0242312
7
0.125 10 8252 16180 0.0111153 0.0413084 0.000317663 0.00853335 0.0154801
8
0.0625 10 52682 104596 0.00268474 0.0200595 4.6318e-05 0.00384954 0.00760904