headwell | R Documentation |
headwell()
creates an analytic element of a well with a constant, specified head. The discharge
into the well is computed by solving the corresponding aem
model. The head can be specified at
the well or at any other location.
headwell(xw, yw, hc, rw = 0.3, xc = xw, yc = yw, rc = rw, resistance = 0, ...)
xw |
numeric, x location of the well. |
yw |
numeric, y location of the well. |
hc |
numeric, specified hydraulic head at the collocation point. |
rw |
numeric, radius of the well. Defaults to 0.3 (meter). |
xc |
numeric, x location of the collocation point. See details. Defaults to |
yc |
numeric, y location of the collocation point. See details. Defaults to |
rc |
numeric, radius of the collocation point. See details. Defaults to |
resistance |
numeric, hydraulic resistance at the collocation point. Defaults to 0 (no resistance). |
... |
ignored |
The discharge from the well at location xw - yw
is computed by solving the aem
model given
the specified head hc
. This head is specified at xc + rc - yc
, called the collocation point.
This can be used to compute the discharge of the well by specifying the head at some other location.
By default, the location of the well and the collocation point are the same.
The hydraulic resistance of the well screen at the collocation point can be increased for a well in poor connection with the aquifer. If the aquifer is unconfined (i.e. has a variable saturated thickness), the system of equations becomes non-linear with respect to the hydraulic head and iteration is required to solve the model.
Analytic element of a well with constant head which is an object of class headwell
and inherits from well
.
well()
hw <- headwell(xw = 400, yw = 300, hc = 20, rw = 0.3)
hw <- headwell(xw = 400, yw = 300, hc = 20, rw = 0.3, resistance = 10)
hw <- headwell(xw = 400, yw = 300, hc = 20, rw = 0.3, xc = 500, yc = 500, rc = 0)
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