mirror of
https://gitlab.com/gaelysam/mapgen_rivers.git
synced 2024-11-14 06:40:21 +01:00
279 lines
7.9 KiB
Python
279 lines
7.9 KiB
Python
import numpy as np
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import numpy.random as npr
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from collections import defaultdict
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# This file provide functions to construct the river tree from an elevation model.
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# Based on a research paper:
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# | Cordonnier, G., Bovy, B., and Braun, J.:
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# | A versatile, linear complexity algorithm for flow routing in topographies with depressions,
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# | Earth Surf. Dynam., 7, 549–562, https://doi.org/10.5194/esurf-7-549-2019, 2019.
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# Big thanks to them for releasing this paper under a free license ! :)
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# The algorithm here makes use of most of the paper's concepts, including the Planar Boruvka algorithm.
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# Only flow_local and accumulate_flow are custom algorithms.
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# Define two different method for local flow routing
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def flow_local_steepest(plist):
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vmax = 0.0
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imax = 0.0
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for i, p in enumerate(plist):
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if p > vmax:
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vmax = p
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imax = i
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if vmax > 0.0:
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return imax+1
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return 0
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def flow_local_semirandom(plist):
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"""
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Determines a flow direction based on denivellation for every neighbouring node.
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Denivellation must be positive for downward and zero for flat or upward:
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dz = max(zref-z, 0)
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"""
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psum = sum(plist)
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if psum == 0:
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return 0
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r = npr.random() * psum
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for i, p in enumerate(plist):
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if r < p:
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return i+1
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r -= p
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flow_local_methods = {
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'steepest' : flow_local_steepest,
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'semirandom' : flow_local_semirandom,
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}
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def flow(dem, method='semirandom'):
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if method in flow_local_methods:
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flow_local = flow_local_methods[method]
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else:
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raise KeyError('Flow method \'{}\' does not exist'.format(method))
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# Flow locally
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dirs1 = np.zeros(dem.shape, dtype=int)
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dirs2 = np.zeros(dem.shape, dtype=int)
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(X, Y) = dem.shape
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Xmax, Ymax = X-1, Y-1
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singular = []
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for x in range(X):
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z0 = z1 = z2 = dem[x,0]
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for y in range(Y):
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z0 = z1
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z1 = z2
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if y < Ymax:
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z2 = dem[x, y+1]
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plist = [
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max(z1-dem[x+1,y],0) if x<Xmax else 0, # 1: x -> x+1
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max(z1-z2,0), # 2: y -> y+1
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max(z1-dem[x-1,y],0) if x>0 else 0, # 3: x -> x-1
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max(z1-z0,0), # 4: y -> y-1
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]
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pdir = flow_local(plist)
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dirs2[x,y] = pdir
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if pdir == 0:
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singular.append((x,y))
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elif pdir == 1:
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dirs1[x+1,y] += 1
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elif pdir == 2:
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dirs1[x,y+1] += 2
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elif pdir == 3:
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dirs1[x-1,y] += 4
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elif pdir == 4:
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dirs1[x,y-1] += 8
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# Compute basins
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basin_id = np.zeros(dem.shape, dtype=int)
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stack = []
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for i, s in enumerate(singular):
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queue = [s]
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while queue:
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x, y = queue.pop()
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basin_id[x,y] = i
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d = int(dirs1[x,y])
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if d & 1:
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queue.append((x-1,y))
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if d & 2:
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queue.append((x,y-1))
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if d & 4:
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queue.append((x+1,y))
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if d & 8:
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queue.append((x,y+1))
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del dirs1
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# Link basins
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nsing = len(singular)
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links = {}
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def add_link(b0, b1, elev, bound):
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b = (min(b0,b1),max(b0,b1))
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if b not in links or links[b][0] > elev:
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links[b] = (elev, bound)
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for x in range(X):
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b0 = basin_id[x,0]
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add_link(-1, b0, dem[x,0], (True, x, 0))
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for y in range(1,Y):
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b1 = basin_id[x,y]
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if b0 != b1:
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add_link(b0, b1, max(dem[x,y-1],dem[x,y]), (True, x, y))
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b0 = b1
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add_link(-1, b1, dem[x,Ymax], (True, x, Y))
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for y in range(Y):
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b0 = basin_id[0,y]
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add_link(-1, b0, dem[0,y], (False, 0, y))
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for x in range(1,X):
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b1 = basin_id[x,y]
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if b0 != b1:
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add_link(b0, b1, max(dem[x-1,y],dem[x,y]), (False, x, y))
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b0 = b1
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add_link(-1, b1, dem[Xmax,y], (False, X, y))
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# Computing basin tree
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graph = planar_boruvka(links)
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basin_links = defaultdict(dict)
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for elev, b1, b2, bound in graph:
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basin_links[b1][b2] = basin_links[b2][b1] = (elev, bound)
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basins = np.zeros(nsing+1)
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stack = [(-1, float('-inf'))]
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# Applying basin flowing
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dir_reverse = (0, 3, 4, 1, 2)
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while stack:
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b1, elev1 = stack.pop()
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basins[b1] = elev1
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for b2, (elev2, bound) in basin_links[b1].items():
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stack.append((b2, max(elev1, elev2)))
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# Reverse flow direction in b2 (TODO)
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isY, x, y = bound
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backward = True # Whether water will escape the basin in +X/+Y direction
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if not (x < X and y < Y and basin_id[x,y] == b2):
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if isY:
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y -= 1
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else:
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x -= 1
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backward = False
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d = 2*backward + isY + 1
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while d > 0:
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d, dirs2[x,y] = dirs2[x,y], d
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if d == 1:
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x += 1
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elif d == 2:
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y += 1
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elif d == 3:
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x -= 1
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elif d == 4:
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y -= 1
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d = dir_reverse[d]
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del basin_links[b2][b1]
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del basin_links[b1]
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# Calculating water quantity
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dirs2[-1,:][dirs2[-1,:]==1] = 0
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dirs2[:,-1][dirs2[:,-1]==2] = 0
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dirs2[0,:][dirs2[0,:]==3] = 0
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dirs2[:,0][dirs2[:,0]==4] = 0
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waterq = accumulate_flow(dirs2)
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return dirs2, basins[basin_id], waterq
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def accumulate_flow(dirs):
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ndonors = np.zeros(dirs.shape, dtype=int)
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ndonors[1:,:] += dirs[:-1,:] == 1
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ndonors[:,1:] += dirs[:,:-1] == 2
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ndonors[:-1,:] += dirs[1:,:] == 3
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ndonors[:,:-1] += dirs[:,1:] == 4
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waterq = np.ones(dirs.shape, dtype=int)
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(X, Y) = dirs.shape
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rangeX = range(X)
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rangeY = range(Y)
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for x in rangeX:
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for y in rangeY:
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if ndonors[x,y] > 0:
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continue
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xw, yw = x, y
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w = waterq[xw, yw]
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while 1:
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d = dirs[xw, yw]
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if d <= 0:
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break
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elif d == 1:
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xw += 1
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elif d == 2:
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yw += 1
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elif d == 3:
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xw -= 1
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elif d == 4:
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yw -= 1
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w += waterq[xw, yw]
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waterq[xw, yw] = w
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if ndonors[xw, yw] > 1:
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ndonors[xw, yw] -= 1
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break
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return waterq
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def planar_boruvka(links):
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# Compute basin tree
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basin_list = defaultdict(dict)
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for (b1, b2), (elev, bound) in links.items():
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basin_list[b1][b2] = basin_list[b2][b1] = (elev, b1, b2, bound)
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threshold = 8
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lowlevel = {}
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for k, v in basin_list.items():
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if len(v) <= threshold:
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lowlevel[k] = v
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basin_graph = []
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n = len(basin_list)
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while n > 1:
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(b1, lnk1) = lowlevel.popitem()
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b2 = min(lnk1, key=lnk1.get)
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lnk2 = basin_list[b2]
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# Add link to the graph
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basin_graph.append(lnk1[b2])
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# Union : merge basin 1 into basin 2
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# First, delete the direct link
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del lnk1[b2]
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del lnk2[b1]
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# Look for basin 1's neighbours, and add them to basin 2 if they have a lower pass
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for k, v in lnk1.items():
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bk = basin_list[k]
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if k in lnk2 and lnk2[k] < v:
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del bk[b1]
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else:
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lnk2[k] = v
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bk[b2] = bk.pop(b1)
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if k not in lowlevel and len(bk) <= threshold:
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lowlevel[k] = bk
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if b2 in lowlevel:
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if len(lnk2) > threshold:
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del lowlevel[b2]
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elif len(lnk2) <= threshold:
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lowlevel[b2] = lnk2
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del lnk1
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n -= 1
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return basin_graph
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