diff --git a/src/View/Results/CustomPlot/Plot.py b/src/View/Results/CustomPlot/Plot.py
index e8a21d95..f9ebdfcf 100644
--- a/src/View/Results/CustomPlot/Plot.py
+++ b/src/View/Results/CustomPlot/Plot.py
@@ -33,6 +33,8 @@ unit = {
"water_elevation": "0-meter",
"discharge": "1-m3s",
"velocity": "2-ms",
+ "depth": "3-meter",
+ "mean_depth": "3-meter",
}
@@ -152,6 +154,39 @@ class CustomPlot(PamhyrPlot):
)
lines["velocity"] = line
+ if "depth" in self._y:
+
+ ax = self._axes[unit["depth"]]
+ d = list(
+ map(
+ lambda p: p.geometry.max_water_depth(
+ p.get_ts_key(self._timestamp, "Z")),
+ reach.profiles
+ )
+ )
+ line = ax.plot(
+ rk, d,
+ color='brown', lw=1.,
+ )
+ lines["depth"] = line
+
+ if "mean_depth" in self._y:
+
+ ax = self._axes[unit["depth"]]
+ d = list(
+ map(
+ lambda p: p.geometry.mean_water_depth(
+ p.get_ts_key(self._timestamp, "Z")),
+ reach.profiles
+ )
+ )
+
+ line = ax.plot(
+ rk, d,
+ color='orange', lw=1.,
+ )
+ lines["depth"] = line
+
# Legend
lns = reduce(
lambda acc, line: acc + line,
@@ -221,19 +256,19 @@ class CustomPlot(PamhyrPlot):
q = profile.get_key("Q")
z = profile.get_key("Z")
+ z_min = profile.geometry.z_min()
+ ts_z_min = list(
+ map(
+ lambda ts: z_min,
+ ts
+ )
+ )
lines = {}
if "elevation" in self._y:
# Z min is constant in time
ax = self._axes[unit["elevation"]]
- z_min = profile.geometry.z_min()
- ts_z_min = list(
- map(
- lambda ts: z_min,
- ts
- )
- )
line = ax.plot(
ts, ts_z_min,
@@ -251,13 +286,6 @@ class CustomPlot(PamhyrPlot):
lines["water_elevation"] = line
if "elevation" in self._y:
- z_min = profile.geometry.z_min()
- ts_z_min = list(
- map(
- lambda ts: z_min,
- ts
- )
- )
ax.fill_between(
ts, ts_z_min, z,
@@ -289,6 +317,32 @@ class CustomPlot(PamhyrPlot):
)
lines["velocity"] = line
+ if "depth" in self._y:
+
+ ax = self._axes[unit["depth"]]
+ d = list(
+ map(lambda z: profile.geometry.max_water_depth(z), z)
+ )
+
+ line = ax.plot(
+ ts, d,
+ color='brown', lw=1.,
+ )
+ lines["depth"] = line
+
+ if "mean_depth" in self._y:
+
+ ax = self._axes[unit["depth"]]
+ d = list(
+ map(lambda z: profile.geometry.mean_water_depth(z), z)
+ )
+
+ line = ax.plot(
+ ts, d,
+ color='orange', lw=1.,
+ )
+ lines["depth"] = line
+
self._customize_x_axes_time(ts)
# Legend
diff --git a/src/View/Results/CustomPlot/Translate.py b/src/View/Results/CustomPlot/Translate.py
index 5e9944c7..df4ad75b 100644
--- a/src/View/Results/CustomPlot/Translate.py
+++ b/src/View/Results/CustomPlot/Translate.py
@@ -41,12 +41,12 @@ class CustomPlotTranslate(ResultsTranslate):
"CustomPlot", "Bed elevation (m)"
)
self._dict['velocity'] = self._dict["unit_speed"]
- self._dict['width'] = self._dict["unit_width"],
- self._dict['max_depth'] = self._dict["unit_max_height"],
- self._dict['mean_depth'] = self._dict["unit_mean_height"],
- self._dict['wet_area'] = self._dict["unit_wet_area"],
- self._dict['wet_perimeter'] = self._dict["unit_wet_perimeter"],
- self._dict['hydraulic_radius'] = self._dict["unit_hydraulic_radius"],
+ self._dict['width'] = self._dict["unit_width"]
+ self._dict['max_depth'] = self._dict["unit_max_height"]
+ self._dict['mean_depth'] = self._dict["unit_mean_height"]
+ self._dict['wet_area'] = self._dict["unit_wet_area"]
+ self._dict['wet_perimeter'] = self._dict["unit_wet_perimeter"]
+ self._dict['hydraulic_radius'] = self._dict["unit_hydraulic_radius"]
# Unit corresponding long name (plot axes display)
@@ -55,6 +55,7 @@ class CustomPlotTranslate(ResultsTranslate):
)
self._dict['1-m3s'] = self._dict["unit_discharge"]
self._dict['2-ms'] = self._dict["unit_speed"]
+ self._dict['3-meter'] = self._dict["unit_height"]
# SubDict
@@ -67,4 +68,6 @@ class CustomPlotTranslate(ResultsTranslate):
"water_elevation": self._dict["water_elevation"],
"discharge": self._dict["discharge"],
"velocity": self._dict["velocity"],
+ "depth": self._dict["max_depth"],
+ "mean_depth": self._dict["mean_depth"],
}
diff --git a/src/lang/fr.ts b/src/lang/fr.ts
index 7ae74e51..dc68faec 100644
--- a/src/lang/fr.ts
+++ b/src/lang/fr.ts
@@ -3057,7 +3057,7 @@
- Height (m)
+ Depth (m)
Hauteur (m)