k <- 10
top <- 10
base <- 0
n <- 0.2
TR <- k * (top - base)
rf <- constant(xc = -500, yc = 0, h = 20)
uf <- uniformflow(gradient = 0.002, angle = -45, TR = TR)
w1 <- well(xw = 50, yw = 0, Q = 200)
w2 <- well(xw = 0, yw = 100, Q = 400)
hw <- headwell(xw = -100, yw = 0, hc = 7.5)
hls <- headlinesink(x0 = -200, y0 = -150, x1 = 200, y1 = 150, hc = 8)
as <- areasink(xc = 0, yc = 0, N = 0.0005, R = 500)
m <- aem(k, top, base, n, rf, uf, w1, w2, hw, hls, as)
element_discharge(m, name = c('hls', 'as'))
element_discharge(m, type = 'well')
# zero discharge for uniform flow element as it does not add or remove water
element_discharge(m, name = 'uf')
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