mirror of
https://gitlab.com/pamhyr/pamhyr2.git
synced 2026-10-30 03:20:41 +01:00
work on multiple results plot
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52c153fa84
commit
fa8f07b97e
11 files changed
+155
-265
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@@ -49,7 +49,7 @@ unit = {
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class CustomPlot(PamhyrPlot):
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def __init__(self, x, y, envelop, reach, profile, timestamp,
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data=None, canvas=None, trad=None, res_id=0,
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data=None, canvas=None, trad=None, res_id=[0],
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toolbar=None, parent=None):
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super(CustomPlot, self).__init__(
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canvas=canvas,
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@@ -65,7 +65,7 @@ class CustomPlot(PamhyrPlot):
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self._reach = reach
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self._profile = profile
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self._timestamp = timestamp
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self._current_res_id = res_id
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self._current_res_id = res_id[0]
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self._parent = parent
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logger.debug(
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@@ -133,7 +133,7 @@ class CustomPlot(PamhyrPlot):
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"""
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Get SL list for profile p at initial time (initial data)
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"""
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t0 = min(list(self.data[self._current_res_id].get("timestamps")))
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t0 = min(list(self.data[self._current_res_id[0]].get("timestamps")))
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return map(
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lambda p: p.get_ts_key(t0, "sl")[0],
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reach.profiles
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@@ -148,8 +148,8 @@ class CustomPlot(PamhyrPlot):
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reach.profiles
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)
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def get_ts_zmin(self, profile):
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results = self.data[self._current_res_id]
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def get_ts_zmin(self, profile, res_id):
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results = self.data[res_id]
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nt = len(list(results.get("timestamps")))
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reach = results.river.reach(self._reach)
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berdrock = self.sl_compute_bedrock(reach)
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@@ -170,6 +170,7 @@ class CustomPlot(PamhyrPlot):
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return ts_z_min
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def _draw_rk(self):
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#for res_id in self._current_res_id:
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results = self.data[self._current_res_id]
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reach = results.river.reach(self._reach)
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if self._current_res_id == 2: # compare results
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@@ -215,7 +216,7 @@ class CustomPlot(PamhyrPlot):
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if "bed_elevation" in self._y:
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ax = self._axes[unit["bed_elevation"]]
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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line = ax.plot(
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rk, z_min,
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color='grey', lw=1.,
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@@ -242,13 +243,13 @@ class CustomPlot(PamhyrPlot):
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if (self._envelop and
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reach.has_sediment() and
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self._current_res_id != 2):
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self._current_res_id < 2):
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ax = self._axes[unit["bed_elevation_envelop"]]
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e = list(
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map(
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lambda p: max(self.get_ts_zmin(p)),
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lambda p: max(self.get_ts_zmin(p, res_id)),
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range(len(reach))
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)
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)
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@@ -261,7 +262,7 @@ class CustomPlot(PamhyrPlot):
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e = list(
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map(
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lambda p: min(self.get_ts_zmin(p)),
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lambda p: min(self.get_ts_zmin(p, res_id)),
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range(len(reach))
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)
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)
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@@ -281,7 +282,7 @@ class CustomPlot(PamhyrPlot):
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)
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self.lines["water_elevation"] = line
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if "bed_elevation" in self._y and self._current_res_id != 2:
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if "bed_elevation" in self._y and self._current_res_id < 2:
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self.fill = ax.fill_between(
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rk, z_min, z,
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color='blue', alpha=0.5, interpolate=True
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@@ -398,7 +399,7 @@ class CustomPlot(PamhyrPlot):
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if "depth" in self._y:
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ax = self._axes[unit["depth"]]
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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d = list(
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map(
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lambda p: p.geometry.max_water_depth(
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@@ -434,7 +435,7 @@ class CustomPlot(PamhyrPlot):
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)
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self.lines["depth"] = line
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if self._envelop and self._current_res_id != 2:
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if self._envelop and self._current_res_id < 2:
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ax = self._axes[unit["depth_envelop"]]
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@@ -467,7 +468,7 @@ class CustomPlot(PamhyrPlot):
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if "mean_depth" in self._y:
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ax = self._axes[unit["mean_depth"]]
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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d = list(
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map(
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lambda p: p.geometry.mean_water_depth(
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@@ -506,7 +507,7 @@ class CustomPlot(PamhyrPlot):
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if "froude" in self._y:
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ax = self._axes[unit["froude"]]
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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fr = list(
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map(
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lambda p:
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@@ -562,7 +563,7 @@ class CustomPlot(PamhyrPlot):
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if "wet_area" in self._y:
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ax = self._axes[unit["wet_area"]]
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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d = list(
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map(
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lambda p: p.geometry.wet_area(
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@@ -640,7 +641,7 @@ class CustomPlot(PamhyrPlot):
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)
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)
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if "bed_elevation" in self._y:
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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dz = z_min
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else:
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if reach.has_sediment():
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@@ -660,7 +661,7 @@ class CustomPlot(PamhyrPlot):
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if "water_elevation" in self._y:
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self.lines["water_elevation"][0].set_ydata(z)
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if "bed_elevation" in self._y and self._current_res_id != 2:
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if "bed_elevation" in self._y and self._current_res_id < 2:
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ax = self._axes[unit["water_elevation"]]
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self.fill.remove()
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self.fill = ax.fill_between(
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@@ -675,7 +676,7 @@ class CustomPlot(PamhyrPlot):
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self.lines["velocity"][0].set_ydata(v)
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if "depth" in self._y:
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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d = list(
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map(
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lambda p: p.geometry.max_water_depth(
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@@ -708,7 +709,7 @@ class CustomPlot(PamhyrPlot):
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self.lines["depth"][0].set_ydata(d)
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if "mean_depth" in self._y:
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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d = list(
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map(
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lambda p: p.geometry.mean_water_depth(
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@@ -741,7 +742,7 @@ class CustomPlot(PamhyrPlot):
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self.lines["mean_depth"][0].set_ydata(d)
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if "froude" in self._y:
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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fr = list(
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map(
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lambda p:
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@@ -792,7 +793,7 @@ class CustomPlot(PamhyrPlot):
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self.lines["froude"][0].set_ydata(fr)
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if "wet_area" in self._y:
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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d = list(
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map(
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lambda p: p.geometry.wet_area(
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@@ -901,9 +902,9 @@ class CustomPlot(PamhyrPlot):
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z = profile.get_key("Z")
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v = profile.get_key("V")
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z_min = profile.geometry.z_min()
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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if reach.has_sediment():
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ts_z_min = self.get_ts_zmin(self._profile)
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ts_z_min = self.get_ts_zmin(self._profile, res_id)
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else:
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ts_z_min = list(
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map(
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@@ -920,8 +921,8 @@ class CustomPlot(PamhyrPlot):
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if self._current_res_id == 2:
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if reach.has_sediment():
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ts_z_min1 = self.get_ts_zmin(self._profile1)
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ts_z_min2 = self.get_ts_zmin(self._profile2)
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ts_z_min1 = self.get_ts_zmin(self._profile1, 0)
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ts_z_min2 = self.get_ts_zmin(self._profile2, 1)
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ts_z_min = list(
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map(
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lambda x, y: x - y,
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@@ -953,7 +954,7 @@ class CustomPlot(PamhyrPlot):
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)
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self.lines["water_elevation"] = line
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if "bed_elevation" in self._y and self._current_res_id != 2:
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if "bed_elevation" in self._y and self._current_res_id < 2:
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self.fill = ax.fill_between(
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ts, ts_z_min, z,
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@@ -982,7 +983,7 @@ class CustomPlot(PamhyrPlot):
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if "depth" in self._y:
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ax = self._axes[unit["depth"]]
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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d = list(
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map(lambda z: profile.geometry.max_water_depth(z), z)
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)
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@@ -1009,7 +1010,7 @@ class CustomPlot(PamhyrPlot):
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if "mean_depth" in self._y:
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ax = self._axes[unit["mean_depth"]]
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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d = list(
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map(lambda z: profile.geometry.mean_water_depth(z), z)
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)
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@@ -1036,7 +1037,7 @@ class CustomPlot(PamhyrPlot):
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if "froude" in self._y:
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ax = self._axes[unit["froude"]]
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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d = list(
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map(lambda z, v:
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v /
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@@ -1077,7 +1078,7 @@ class CustomPlot(PamhyrPlot):
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if "wet_area" in self._y:
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ax = self._axes[unit["wet_area"]]
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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d = list(
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map(lambda z: profile.geometry.wet_area(z), z)
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)
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@@ -1136,7 +1137,7 @@ class CustomPlot(PamhyrPlot):
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q = profile.get_key("Q")
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z = profile.get_key("Z")
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v = profile.get_key("V")
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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if reach.has_sediment():
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ts_z_min = self.get_ts_zmin(self._profile)
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else:
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@@ -1150,8 +1151,8 @@ class CustomPlot(PamhyrPlot):
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if "bed_elevation" in self._y:
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if self._current_res_id == 2:
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if reach.has_sediment():
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ts_z_min1 = self.get_ts_zmin(self._profile1)
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ts_z_min2 = self.get_ts_zmin(self._profile2)
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ts_z_min1 = self.get_ts_zmin(self._profile1, 0)
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ts_z_min2 = self.get_ts_zmin(self._profile2, 1)
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ts_z_min = list(
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map(
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lambda x, y: x - y,
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@@ -1172,7 +1173,7 @@ class CustomPlot(PamhyrPlot):
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if "water_elevation" in self._y:
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self.lines["water_elevation"][0].set_ydata(z)
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if "bed_elevation" in self._y and self._current_res_id != 2:
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if "bed_elevation" in self._y and self._current_res_id < 2:
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ax = self._axes[unit["bed_elevation"]]
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self.fill.remove()
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self.fill = ax.fill_between(
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@@ -1187,7 +1188,7 @@ class CustomPlot(PamhyrPlot):
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self.lines["velocity"][0].set_ydata(v)
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if "depth" in self._y:
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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d = list(
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map(lambda z: profile.geometry.max_water_depth(z), z)
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)
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@@ -1208,7 +1209,7 @@ class CustomPlot(PamhyrPlot):
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self.lines["depth"][0].set_ydata(d)
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if "mean_depth" in self._y:
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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d = list(
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map(lambda z: profile.geometry.mean_water_depth(z), z)
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)
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@@ -1229,7 +1230,7 @@ class CustomPlot(PamhyrPlot):
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self.lines["mean_depth"][0].set_ydata(d)
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if "froude" in self._y:
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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d = list(
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map(lambda z, v:
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v /
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@@ -1265,7 +1266,7 @@ class CustomPlot(PamhyrPlot):
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self.lines["froude"][0].set_ydata(d)
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if "wet_area" in self._y:
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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d = list(
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map(lambda z: profile.geometry.wet_area(z), z)
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)
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@@ -1319,7 +1320,7 @@ class CustomPlot(PamhyrPlot):
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color='black', fontsize=10
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)
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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self.canvas.axes.set_ylabel(
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self._trad[self._y_axes[0]],
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color='black', fontsize=10
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@@ -1334,14 +1335,13 @@ class CustomPlot(PamhyrPlot):
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if len(self.lines) != 0:
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self.lines.clear()
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for axes in self._y_axes[1:]:
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print("axes: ", axes)
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if axes in self._axes.keys():
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for ll in self._axes[axes].lines:
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ll.remove()
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else:
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ax_new = self.canvas.axes.twinx()
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self._axes[axes] = ax_new
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if self._current_res_id != 2:
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if self._current_res_id < 2:
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self._axes[axes].set_ylabel(
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self._trad[axes],
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color='black', fontsize=10
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@@ -1398,7 +1398,7 @@ class CustomPlot(PamhyrPlot):
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self.draw_current()
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def set_result(self, res_id):
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self._current_res_id = res_id
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self._current_res_id = res_id[0]
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self.draw()
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def set_timestamp(self, timestamp):
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@@ -41,7 +41,7 @@ class PlotAC(PamhyrPlot):
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self._current_reach_id = reach_id
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self._current_profile_id = profile_id
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self._current_res_id = res_id
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self._current_res_id = res_id[0]
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self._timestamps = parent._timestamps
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self._current_timestamp = max(self._timestamps)
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@@ -144,7 +144,7 @@ class PlotAC(PamhyrPlot):
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self.update()
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def set_result(self, res_id):
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self._current_res_id = res_id
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self._current_res_id = res_id[0]
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self.update()
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def set_timestamp(self, timestamp):
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+38
-18
@@ -35,7 +35,7 @@ logger = logging.getLogger()
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class PlotH(PamhyrPlot):
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def __init__(self, canvas=None, trad=None, toolbar=None,
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results=None, reach_id=0, profile_id=0, res_id=0,
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results=None, reach_id=0, profile_id=0, res_id=[0],
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parent=None):
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super(PlotH, self).__init__(
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canvas=canvas,
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@@ -65,6 +65,9 @@ class PlotH(PamhyrPlot):
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# self._auto_relim_update = False
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# self._autoscale_update = False
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self._line_max = []
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self._line = []
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@property
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def results(self):
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return self.data
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@@ -82,19 +85,33 @@ class PlotH(PamhyrPlot):
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if self.results is None:
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return
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if self.results[self._current_res_id] is None:
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if len(self._current_res_id) < 1:
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return
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results = self.results[self._current_res_id]
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reach = results.river.reach(self._current_reach_id)
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profile = reach.profile(self._current_profile_id)
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for res_id in self._current_res_id:
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if self.results[res_id] is None:
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continue
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if reach.geometry.number_profiles == 0:
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self._init = False
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return
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results = self.results[res_id]
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reach = results.river.reach(self._current_reach_id)
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profile = reach.profile(self._current_profile_id)
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self.draw_max(reach)
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self.draw_data(reach, profile)
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if reach.geometry.number_profiles == 0:
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self._init = False
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return
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self.draw_max(reach)
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self.draw_data(reach, profile)
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self.canvas.axes.set_xlabel(
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self._trad["unit_time_s"],
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color='black', fontsize=10
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)
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self.canvas.axes.set_ylabel(
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self._trad["unit_discharge"],
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color='black', fontsize=10
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)
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||||
|
||||
self.set_ticks_time_formater()
|
||||
|
||||
@@ -110,12 +127,13 @@ class PlotH(PamhyrPlot):
|
||||
x = self._timestamps
|
||||
y = profile.get_key("Q")
|
||||
|
||||
self._line, = self.canvas.axes.plot(
|
||||
line, = self.canvas.axes.plot(
|
||||
x, y,
|
||||
label=self.label_discharge,
|
||||
color=self.color_plot,
|
||||
**self.plot_default_kargs
|
||||
)
|
||||
self._line.append(line)
|
||||
|
||||
def draw_current(self):
|
||||
self._current, = self.canvas.axes.plot(
|
||||
@@ -138,13 +156,14 @@ class PlotH(PamhyrPlot):
|
||||
ts_y = max(ts_y, q)
|
||||
y.append(ts_y)
|
||||
|
||||
self._line_max, = self.canvas.axes.plot(
|
||||
m, = self.canvas.axes.plot(
|
||||
x, y,
|
||||
label=self.label_discharge_max,
|
||||
color=self.color_plot_highlight,
|
||||
linestyle='dotted',
|
||||
**self.plot_default_kargs
|
||||
)
|
||||
self._line_max.append(m)
|
||||
|
||||
def set_reach(self, reach_id):
|
||||
self._current_reach_id = reach_id
|
||||
@@ -173,14 +192,15 @@ class PlotH(PamhyrPlot):
|
||||
self.update_idle()
|
||||
|
||||
def update_data(self):
|
||||
results = self.results[self._current_res_id]
|
||||
reach = results.river.reach(self._current_reach_id)
|
||||
profile = reach.profile(self._current_profile_id)
|
||||
for res, res_id in enumerate(self._current_res_id):
|
||||
results = self.results[res_id]
|
||||
reach = results.river.reach(self._current_reach_id)
|
||||
profile = reach.profile(self._current_profile_id)
|
||||
|
||||
x = self._timestamps
|
||||
y = profile.get_key("Q")
|
||||
x = self._timestamps
|
||||
y = profile.get_key("Q")
|
||||
|
||||
self._line.set_data(x, y)
|
||||
self._line[res].set_data(x, y)
|
||||
|
||||
def update_current(self):
|
||||
y = self._current.get_ydata()
|
||||
|
||||
@@ -44,7 +44,7 @@ class PlotRKC(PamhyrPlot):
|
||||
|
||||
self._current_reach_id = reach_id
|
||||
self._current_profile_id = profile_id
|
||||
self._current_res_id = res_id
|
||||
self._current_res_id = res_id[0]
|
||||
self._timestamps = parent._timestamps
|
||||
self._current_timestamp = max(self._timestamps)
|
||||
|
||||
@@ -323,7 +323,7 @@ class PlotRKC(PamhyrPlot):
|
||||
self.update_current()
|
||||
|
||||
def set_result(self, res_id):
|
||||
self._current_res_id = res_id
|
||||
self._current_res_id = res_id[0]
|
||||
self.update()
|
||||
|
||||
def set_timestamp(self, timestamp):
|
||||
|
||||
@@ -56,7 +56,7 @@ class PlotXY(PamhyrPlot):
|
||||
self._current_timestamp = max(self._timestamps)
|
||||
self._current_reach_id = reach_id
|
||||
self._current_profile_id = profile_id
|
||||
self._current_res_id = res_id
|
||||
self._current_res_id = res_id[0]
|
||||
|
||||
self.label_x = _translate("Results", "X (m)")
|
||||
self.label_y = _translate("Results", "Y (m)")
|
||||
@@ -316,7 +316,7 @@ class PlotXY(PamhyrPlot):
|
||||
self.update_idle()
|
||||
|
||||
def set_result(self, res_id):
|
||||
self._current_res_id = res_id
|
||||
self._current_res_id = res_id[0]
|
||||
self.update()
|
||||
|
||||
def set_timestamp(self, timestamp):
|
||||
|
||||
@@ -88,7 +88,7 @@ class ResultsWindow(PamhyrWindow):
|
||||
results=None, parent=None, trad=None):
|
||||
self._solvers = [r._solver for r in results]
|
||||
self._results = results
|
||||
self._current_results = 0
|
||||
self._current_results = [0]
|
||||
|
||||
if trad is None:
|
||||
trad = ResultsTranslate()
|
||||
@@ -125,8 +125,9 @@ class ResultsWindow(PamhyrWindow):
|
||||
return
|
||||
|
||||
self.update(reach_id=0,
|
||||
profile_id=0,
|
||||
solver_id=0)
|
||||
profile_id=0)
|
||||
|
||||
self.update_table_selection_solver(0)
|
||||
|
||||
def setup_table(self):
|
||||
self._table = {}
|
||||
@@ -147,7 +148,7 @@ class ResultsWindow(PamhyrWindow):
|
||||
table.hide()
|
||||
|
||||
def setup_slider(self):
|
||||
default_reach = self._results[self._current_results].river.reach(0)
|
||||
default_reach = self._results[self._current_results[0]].river.reach(0)
|
||||
|
||||
self._slider_time = self.find(QSlider, f"horizontalSlider_time")
|
||||
self._slider_time.setMaximum(len(self._timestamps) - 1)
|
||||
@@ -450,8 +451,6 @@ class ResultsWindow(PamhyrWindow):
|
||||
for plot in self._additional_plot:
|
||||
self._additional_plot[plot].set_result(solver_id)
|
||||
|
||||
self.update_table_selection_solver(solver_id)
|
||||
|
||||
if timestamp is not None:
|
||||
self.plot_xy.set_timestamp(timestamp)
|
||||
self.plot_ac.set_timestamp(timestamp)
|
||||
@@ -512,7 +511,7 @@ class ResultsWindow(PamhyrWindow):
|
||||
if len(indexes) == 0:
|
||||
return
|
||||
|
||||
self.update(solver_id=indexes[0].row())
|
||||
self.update(solver_id=[i.row() for i in indexes])
|
||||
|
||||
def _set_current_timestamp(self):
|
||||
timestamp = self._timestamps[self._slider_time.value()]
|
||||
|
||||
+6
-10
@@ -106,16 +106,13 @@ class UnitTranslate(CommonWordTranslate):
|
||||
self._dict["unit_min_velocity"] = _translate(
|
||||
"Unit", "Min Velocity (m/s)"
|
||||
)
|
||||
self._dict["unit_discharge"] = _translate("Unit", "Discharge (m³/s)")
|
||||
self._dict["unit_discharge"] = _translate("Unit", "Discharge") + " (m³/s)"
|
||||
self._dict["unit_discharge_envelop"] = _translate(
|
||||
"Unit", "Discharge Envelop (m³/s)"
|
||||
)
|
||||
"Unit", "Discharge Envelop") + " (m³/s)"
|
||||
self._dict["unit_max_discharge"] = _translate(
|
||||
"Unit", "Max Discharge (m³/s)"
|
||||
)
|
||||
"Unit", "Max Discharge") + " (m³/s)"
|
||||
self._dict["unit_min_discharge"] = _translate(
|
||||
"Unit", "Min Discharge (m³/s)"
|
||||
)
|
||||
"Unit", "Min Discharge") + " (m³/s)"
|
||||
self._dict["unit_area_he"] = _translate("Unit", "Area (hectare)")
|
||||
|
||||
self._dict["unit_time_s"] = _translate("Unit", "Time (sec)")
|
||||
@@ -136,7 +133,7 @@ class UnitTranslate(CommonWordTranslate):
|
||||
self._dict["unit_concentration"] = _translate(
|
||||
"Unit", "Concentration (g/l)"
|
||||
)
|
||||
self._dict["unit_wet_area"] = _translate("Unit", "Wet Area (m²)")
|
||||
self._dict["unit_wet_area"] = _translate("Unit", "Wet Area") + " (m²)"
|
||||
self._dict["unit_wet_perimeter"] = _translate(
|
||||
"Unit", "Wet Perimeter (m)"
|
||||
)
|
||||
@@ -146,8 +143,7 @@ class UnitTranslate(CommonWordTranslate):
|
||||
self._dict["unit_froude"] = _translate("Unit", "Froude number")
|
||||
self._dict["unit_mass"] = _translate("Unit", "Mass (kg)")
|
||||
self._dict["unit_concentration"] = _translate(
|
||||
"Unit", "Concentration (kg/m³)"
|
||||
)
|
||||
"Unit", "Concentration") + " (kg/m³)"
|
||||
|
||||
|
||||
class MainTranslate(UnitTranslate):
|
||||
|
||||
Reference in new issue
Block a user