timflow.steady.linesink.DitchString#
- class timflow.steady.linesink.DitchString(model, xy=None, Qls=1, res=0, wh=1, order=0, layers=0, dely=0, label=None)#
Bases:
RiverStringString of Ditches with specified discharge and uniform unknown head.
- Parameters:
model (Model object) – Model to which the element is added
xy (array or list) – list or array of (x,y) pairs of coordinates of end-points of line-sinks in string
Qls (scalar) – total discharge of the string
res (scalar (default is 0)) – resistance of line-sinks in string
wh (float or str) –
- distance over which water enters line-sink.
if ‘H’: (default) distance is equal to the thickness of the aquifer (when flow comes mainly from one side)
if ‘2H’: distance is twice the thickness of the aquifer layer (when flow comes from both sides)
if scalar: the width of the stream that partially penetrates the aquifer
order (int (default is 0)) – polynomial order or inflow along each line-sink in string
layers (scalar, list or array) – layer(s) in which element is placed if scalar: element is placed in this layer if list or array: element is placed in all these layers
dely (float (default is 0)) – distance between control points and line
label (str or None) – label of element
See also
Methods#
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Compute unit potential influence of element. |
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Returns array of size (2, nparam, naq). |
Discharge of the linesinks in each layer. |
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Discharge of the element in each layer. |
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Returns array of size (len(layers),nparam). |
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Returns array of size len(layers) only used in building equations. |
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Returns array of size (2, nparam, naq). |
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Returns two arrays of size (len(layers),nparam). |
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Returns two arrays of size len(layers) only used in building equations. |