timflow.steady.model.ModelXsection

class timflow.steady.model.ModelXsection(naq=1)

Bases: Model

Model for cross-section (2D vertical slice) problems.

A cross-section model represents flow in a vertical plane, typically used for analyzing flow patterns in aquifers along a transect.

Parameters:

naq (int, optional) – Number of aquifers in the model, by default 1. Each Xsection added to this model must have the same number of aquifers.

Notes

A ModelXsection may consist of an arbitrary number of Xsection3D or XsectionMaq sections. The combined domain of all sections must span from $x = -infty$ to $x = +infty$, with no gaps.

Methods

check_inhoms()	Check inhoms.
remove_element(e)	Remove element e from model.
disvec(x, y[, aq])	Discharge vector at x, y.
normflux(x, y, theta)	Flux at point x, y in direction of angle theta.
intnormflux_segment(x1, y1, x2, y2[, method, ndeg])	Integrated normal (perpendicular) flux over specified line segment.
intnormflux(xy[, method, ndeg])	Integrated normal (perpendicular) flux over polyline.
head(x, y[, layers, aq])	Head at x, y.
headgrid(xg, yg[, layers, printrow, show_progress, ...])	Grid of heads.
headgrid2(x1, x2, nx, y1, y2, ny[, layers, ...])	Grid of heads.
headalongline(x, y[, layers])	Head along line or curve.
disvecalongline(x, y[, layers])	Compute discharge vector along line.
solve([printmat, sendback, silent])	Compute solution.
solve_mp([nproc, printmat, sendback, silent])	Compute solution, multiprocessing implementation.
aquifer_summary()	Return DataFrame with summary of aquifer(s) parameters in model.