RubarBE: export initial solid conditions (condins) from the active bed top layers, with no initial solid discharge

src/Solver/RubarBE.py

@@ -189,6 +189,9 @@ class Rubar3(CommandLineSolver):
         self._export_boundaries(hydraulics, repertory, qlog, name=name)
         if solid is not None:
             self._export_hydros(solid, repertory, qlog, name=name)
+        if trased:
+            self._export_condins(geometry, hydraulics["tinit"], repertory,
+                                 qlog, name=name)
         # self._export_abshyd(study, repertory, qlog, name=name)
 
         return True
@@ -302,17 +305,11 @@ class Rubar3(CommandLineSolver):
                     name=names[marker], profile=self._profile_label(profile),
                     reach=edge.name))
 
-        # Defaults of RubarBE: first and last points for G and D, G and D
+        left, right, active_left, active_right = self._bed_limits(markers)
-        # for g and d. Erosion only applies strictly between g and d
-        def index(marker, default):
-            return markers.index(marker) if marker in markers else default
-
-        left = index("G", 0)
-        right = index("D", len(points) - 1)
         limits = [("main_channel", "rg", "rd", left, right)]
         if trased:
             limits.append(("active_bed", "g", "d",
-                           index("g", left), index("d", right)))
+                           active_left, active_right))
         for bed, lname, rname, i, j in limits:
             if j - i < 2:
                 raise RubarExportError(trad["bed_limits_invalid"].format(
@@ -320,6 +317,18 @@ class Rubar3(CommandLineSolver):
                     profile=self._profile_label(profile), reach=edge.name))
         return markers
 
+    @staticmethod
+    def _bed_limits(markers):
+        """Indices of the G, D, g and d points of a section. Defaults of
+        RubarBE: first and last points for G and D, G and D for g and d.
+        Erosion only applies strictly between g and d"""
+        def index(marker, default):
+            return markers.index(marker) if marker in markers else default
+
+        left = index("G", 0)
+        right = index("D", len(markers) - 1)
+        return left, right, index("g", left), index("d", right)
+
     def _compartments(self, edge, profile, number, point):
         """Sediment layers of a point as RubarBE compartments, from the
         top: (top elevation, D, S, critical stress). A non erodible
@@ -965,6 +974,27 @@ class Rubar3(CommandLineSolver):
         ]
         self._write_parameters(repertory, f"hydros.{name}", lines)
 
+    def _export_condins(self, geometry, tinit, repertory, qlog, name="0"):
+        """CONDINS: TINIT, then for each section (intermaille) its number,
+        Qs, D and S of the active layer (notice annex 1, rubar_init.f90,
+        inits). Pamhyr2 holds no initial solid condition: Qs = 0 (empty
+        active layer) and D, S are the mean of the top compartments of the
+        points strictly between g and d, as advised by the notice §3.5"""
+        if qlog is not None:
+            qlog.put("Export CONDINS file")
+        lines = [f"{tinit!r}\n"]
+        for i, (_, rows) in enumerate(geometry, 1):
+            markers = [marker for marker, _, _ in rows]
+            _, _, left, right = self._bed_limits(markers)
+            tops = [compartments[0] for _, _, compartments
+                    in rows[left + 1:right]]
+            # Rounded to 10 significant digits, so that a mean of equal
+            # values is written as these values
+            d = float(f"{sum(c[1] for c in tops) / len(tops):.10g}")
+            s = float(f"{sum(c[2] for c in tops) / len(tops):.10g}")
+            lines.append(f"{i} 0.0 {d!r} {s!r}\n")
+        self._write_parameters(repertory, f"condins.{name}", lines)
+
     def read_profil(self, study, fname, results, qlog=None, name="0"):
         logger.info(f"read: profil.{name}")
         with open(fname, "r") as f: