Table 1
|
| Absolute errors of Example at different points |
| x |
y |
 |
| 4.5056 |
4.5056 |
3.31 E-08 |
| 4.5056 |
2.248 |
2.09 E-08 |
| 4.5056 |
1.618 |
1.48 E-08 |
| 4.5056 |
−2.248 |
3.18 E-08 |
| 4.5056 |
−4.5056 |
3.38 E-08 |
| 3.0970 |
4.5056 |
1.58 E-08 |
| 3.0970 |
1.618 |
6.00 E-10 |
| 3.0970 |
−0.209 |
1.90 E-10 |
| 2.248 |
3.0970 |
4.40 E-09 |
| 2.248 |
−3.0970 |
5.30 E-09 |
| 1.6183 |
−0.2098 |
3.50 E-10 |
| 0.2098 |
−0.2098 |
1.80 E-10 |
| −0.2098 |
−0.2098 |
1.00 E-10 |
| −2.248 |
−1.098 |
1.90 E-09 |
| −3.0970 |
2.248 |
2.20 E-09 |
| −3.0970 |
−2.248 |
1.30 E-09 |
Koç and Kurnaz Boundary Value Problems 2013 2013:10 doi:10.1186/1687-2770-2013-10