def cut_local(riv_i, riv_j, n, dx=1., dy=1.):
"""Set elevations of new portions of a profile after local avulsion."""
if riv_i.size > 1:
lengths = get_link_lengths((riv_i, riv_j), dx=dx, dy=dy)
i0, j0 = riv_i[0], riv_j[0]
z0 = n[riv_i[0], riv_j[0]]
# calculate slope of new stretch of river
slope = (n[i0, j0] - n[riv_i[-1], riv_j[-1]]) / lengths.sum()
n[riv_i[1:], riv_j[1:]] = z0 - slope * lengths.cumsum()
def cut_new(riv_i, riv_j, n, current_SL, ch_depth, dx=1., dy=1.):
"""Set elevations of new portions of a profile."""
# new last river cell = SL - channel depth
n[riv_i[-1], riv_j[-1]] = current_SL - ch_depth
if riv_i.size > 1:
lengths = get_link_lengths((riv_i, riv_j), dx=dx, dy=dy)
i0, j0 = riv_i[1], riv_j[1]
z0 = n[riv_i[0], riv_j[0]]
# calculate slope of new stretch of river
slope = (n[i0, j0] - n[riv_i[-1], riv_j[-1]]) / lengths.sum()
n[riv_i[1:], riv_j[1:]] = z0 - slope * lengths.cumsum()
def cut_new(riv_i, riv_j, n, sea_level, ch_depth, dx=1., dy=1.):
"""Set elevations of new portions of a profile."""
if riv_i.size > 1:
beach_len = find_new_beach_length(n, (riv_i[-2], riv_j[-2]),
(riv_i[-1], riv_j[-1]), sea_level,
dx=dx, dy=dy)
lengths = get_link_lengths((riv_i, riv_j), dx=dx, dy=dy)
lengths[-1] += beach_len
i0, j0 = riv_i[0], riv_j[0]
z0 = n[riv_i[0], riv_j[0]]
# calculate slope of new stretch of river
# slope = (n[i0, j0] - n[riv_i[-1], riv_j[-1]]) / lengths.sum()
slope = ((n[i0, j0] - (n[riv_i[-1], riv_j[-1]] - ch_depth))
/ lengths.sum())
n[riv_i[1:], riv_j[1:]] = z0 - slope * lengths.cumsum()
