uniformflow

<code>uniformflow()</code> creates an analytic element of constant uniform background flow.

A model of single-layer groundwater flow in steady-state
under the Dupuit-Forchheimer assumption can be created by placing
elements such as wells, area-sinks and line-sinks at arbitrary
locations in the flow field. Output variables include hydraulic head
and the discharge vector. Particle traces can be computed numerically
in three dimensions. The underlying theory is described in Haitjema
(1995) <doi:10.1016/B978-0-12-316550-3.X5000-4> and references
therein.

Cas Neyens

raem

Analytic Element Modeling of Steady Single-Layer Groundwater
Flow

uniformflow function

<dl><dt>TR</dt>
<dd>numeric, constant transmissivity value used to define the discharge.</dd>
<dt>gradient</dt>
<dd>numeric, hydraulic gradient. Positive in the direction of flow.</dd>
<dt>angle</dt>
<dd>numeric, angle of the primary direction of background flow
in degrees counterclockwise from the x-axis.</dd>
<dt>...</dt>
<dd>ignored</dd></dl>

Arguments

Create an analytic element with uniform flow — uniformflow

<dl>

<dt>TR</dt>
<dd>numeric, constant transmissivity value used to define the discharge.</dd>


<dt>gradient</dt>
<dd>numeric, hydraulic gradient. Positive in the direction of flow.</dd>


<dt>angle</dt>
<dd>numeric, angle of the primary direction of background flow
in degrees counterclockwise from the x-axis.</dd>


<dt>...</dt>
<dd>ignored</dd>

</dl>

uniformflow: Create an analytic element with uniform flow

Description

Usage

Value

Arguments

Details

Examples