Modeling an Aquifer: Numerical Solution to the Groundwater Flow Equation

<div>Convergence curves of the Jacobi and Gauss-Seidel numerical solution methods for the case of flow in an isotropic homogeneous aquifer, we have taken <svg height="11.7782pt" id="M94" style="vertical-align:-3.42938pt" version="1.1" viewbox="-0.0498162 -8.34882 39.4642 11.7782" width="39.4642pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M556 393C556 426 537 448 514 448C496 448 478 435 471 420C468 414 462 401 466 394C473 382 480 368 480 346C480 268 392 143 338 67H336C329 163 319 253 309 330S286 448 254 448C215 448 160 383 127 337L143 311C167 344 200 373 208 373S222 365 229 320C246 214 264 66 268 -20C219 -83 131 -171 17 -239L25 -261L137 -235C248 -110 273 -79 335 8C384 77 481 215 520 287C544 332 556 363 556 393Z"></path></g><g transform="matrix(.0091,0,0,-0.0091,6.942,3.132)"><path d="M245 635C92 635 37 457 37 312C37 149 91 -12 244 -12C395 -12 449 166 449 312C449 469 395 635 245 635ZM243 598C332 598 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Mathematical Problems in Engineering

fig8

Figure 8

Figure 8: Modeling an Aquifer: Numerical Solution to the Groundwater Flow Equation 