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RubarBE: export liquid lateral contributions (hydevs), and warn when lateral overflows parameter is disabled
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@@ -173,6 +173,8 @@ class Rubar3(CommandLineSolver):
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study.river, hydraulics["edge"], values, trased,
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hydraulics["warnings"])
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saves = self._save_data(values, hydraulics)
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laterals = self._lateral_data(
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study.river, hydraulics, values, hydraulics["warnings"])
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except RubarExportError as error:
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self._cancel(qlog, str(error))
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return False
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@@ -190,6 +192,8 @@ class Rubar3(CommandLineSolver):
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self._export_geomac_i(geometry, repertory, qlog, name=name)
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self._export_mail(study, repertory, qlog, name=name)
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self._export_devers(study, repertory, qlog, name=name)
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if laterals is not None:
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self._export_hydevs(laterals, trased, repertory, qlog, name=name)
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self._export_condin(hydraulics, repertory, qlog, name=name)
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self._export_stricklers(hydraulics, repertory, qlog, name=name)
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self._export_boundaries(hydraulics, repertory, qlog, name=name)
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@@ -529,6 +533,103 @@ class Rubar3(CommandLineSolver):
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name=bc.name, node=edge.node1.name))
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return bc
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############
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# Laterals #
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############
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# Pamhyr2 lateral contribution types; evaporation is a withdrawal
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_lateral_signs = {"LC": 1.0, "RA": 1.0, "EV": -1.0}
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# QMU, TMU (variables.f90, LMAX*20): RubarBE copies the series of an
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# inflow in each cell of its zone, without checking this size
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_max_lateral_points = 3000 * 20
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def _lateral_data(self, river, hydraulics, values, warnings):
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"""Lateral inflows of HYDEVS, read when IODEV=O (rubar_init.f90,
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init2). Return [(first cell, last cell, [(t, q), ...]), ...]
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sorted from upstream, or None when IODEV=N.
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A contribution from section b to section e (1-based) covers the
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cells b+1 to e, i.e. from section b to section e (RubarBE divides
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the discharge by this length); a contribution at a single section
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b covers the cell downstream of it (upstream of it for the last
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section). The first and last cells of the reach are never used,
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as RubarBE requires. With IODEV=N, the contributions are ignored
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with a warning. Otherwise, solid and suspension contributions have
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no RubarBE equivalent (their sediment cannot be linked to an
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inflow): they are refused"""
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trad = RunSolverTranslate()
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edge = hydraulics["edge"]
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profiles = hydraulics["profiles"]
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iodev = values.get("rubarbe_iodev", "n").lower() in ("y", "o")
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lst = river.lateral_contribution
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def on_reach(tab):
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# A contribution without value carries no data: ignored
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kept = []
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for lc in lst.get_tab(tab):
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if lc.is_deleted() or lc.reach != edge:
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continue
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if len(lc) == 0:
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warnings.append(trad["lateral_empty_ignored"].format(
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name=lc.name, reach=edge.name))
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else:
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kept.append(lc)
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return kept
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lcs = on_reach("liquid")
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sediment = on_reach("solid") + on_reach("suspenssion")
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# Not read by RubarBE: the user is warned, the computation runs
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# without them
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if not iodev:
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for lc in lcs + sediment:
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warnings.append(trad["lateral_iodev_disabled"].format(
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name=lc.name, reach=edge.name))
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return None
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if sediment:
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raise RubarExportError(trad["lateral_solid_unsupported"].format(
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name=sediment[0].name, reach=edge.name))
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index = {id(p): i for i, p in enumerate(profiles, 1)}
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count = len(profiles)
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blocks = []
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for lc in lcs:
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if lc.lctype not in self._lateral_signs:
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raise RubarExportError(trad["lateral_type_unsupported"].format(
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name=lc.name, reach=edge.name))
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if (id(lc.begin_section) not in index or
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id(lc.end_section) not in index):
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raise RubarExportError(trad["lateral_sections"].format(
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name=lc.name, reach=edge.name))
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b, e = sorted((index[id(lc.begin_section)],
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index[id(lc.end_section)]))
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first, last = (b + 1, e) if b < e else ((min(b + 1, count),) * 2)
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data = [(float(d[0]), float(d[1])) for d in lc.data]
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times = [t for t, _ in data]
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if any(t1 < t0 for t0, t1 in zip(times, times[1:])):
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raise RubarExportError(trad["lateral_not_sorted"].format(
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name=lc.name, reach=edge.name))
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sign = self._lateral_signs[lc.lctype]
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blocks.append((first, last, [(t, sign * q) for t, q in data],
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lc.name))
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blocks.sort(key=lambda block: block[0])
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for (_, last, _, name0), (first, _, _, name1) in zip(
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blocks, blocks[1:]):
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if first <= last:
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raise RubarExportError(trad["lateral_overlap"].format(
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first=name0, second=name1, reach=edge.name))
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points = sum((last - first + 1) * len(data)
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for first, last, data, _ in blocks)
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if points > self._max_lateral_points:
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raise RubarExportError(trad["lateral_too_long"].format(
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count=points, maximum=self._max_lateral_points))
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return [block[:3] for block in blocks]
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#########
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# Saves #
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#########
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@@ -1005,6 +1106,9 @@ class Rubar3(CommandLineSolver):
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self._write_parameters(repertory, f"tnprof.{name}", lines)
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def _export_devers(self, study, repertory, qlog, name="0"):
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"""DEVERS, required by RubarBE when IODEV=O: per cell, weir
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level, coefficient and exponent (notice annex 1). Pamhyr2 has no
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lateral weir data: a zero coefficient everywhere (no overflow)"""
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if qlog is not None:
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qlog.put("Export DEVERS file")
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@@ -1026,6 +1130,25 @@ class Rubar3(CommandLineSolver):
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reach_ind += 1
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def _export_hydevs(self, laterals, trased, repertory, qlog, name="0"):
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"""HYDEVS: per inflow, first and last cells and number of points,
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then (Q, t) per point (rubar_init.f90, init2). With sediment
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transport, D and S on the first line and (Q, t, Qs, ts) per point:
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Pamhyr2 gives no sediment for a liquid inflow, so Qs = 0 (and
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D = S = 0, the sediment of the main channel). Written, possibly
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empty, so that a previous HYDEVS of the directory is not used"""
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if qlog is not None:
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qlog.put("Export HYDEVS file")
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lines = []
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for first, last, data in laterals:
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if trased:
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lines.append(f"{first} {last} {len(data)} 0.0 0.0\n")
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lines += [f"{q!r} {t!r} 0.0 {t!r}\n" for t, q in data]
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else:
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lines.append(f"{first} {last} {len(data)}\n")
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lines += [f"{q!r} {t!r}\n" for t, q in data]
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self._write_parameters(repertory, f"hydevs.{name}", lines)
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def _export_stricklers(self, hydraulics, repertory, qlog, name="0"):
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"""FROT (minor bed) and FROT2 (medium bed): LM, then one Strickler
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per cell (notice, annex 1)"""
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@@ -129,6 +129,51 @@ class RunSolverTranslate(PamhyrTranslate):
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"Export cancelled: several {kind} boundary conditions at node "
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"{node}."
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)
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self._dict["lateral_empty_ignored"] = _translate(
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"Solver",
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"Lateral contribution {name} on reach {reach} has no value: it "
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"is ignored."
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)
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self._dict["lateral_solid_unsupported"] = _translate(
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"Solver",
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"Export cancelled: solid or suspension lateral contribution "
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"{name} on reach {reach}: RubarBE only reads the sediment of a "
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"liquid inflow, which Pamhyr2 cannot link to it. Remove it."
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)
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self._dict["lateral_iodev_disabled"] = _translate(
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"Solver",
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"Lateral contribution {name} on reach {reach} is not taken into "
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"account: lateral overflows (rubarbe_iodev) are disabled in the "
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"solver parameters."
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)
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self._dict["lateral_type_unsupported"] = _translate(
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"Solver",
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"Export cancelled: lateral contribution {name} on reach {reach} "
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"has no type. Choose a type (lateral sources, rain or "
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"evaporation)."
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)
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self._dict["lateral_sections"] = _translate(
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"Solver",
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"Export cancelled: the sections of lateral contribution {name} "
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"are not profiles of reach {reach}."
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)
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self._dict["lateral_not_sorted"] = _translate(
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"Solver",
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"Export cancelled: the times of lateral contribution {name} on "
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"reach {reach} must be increasing."
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)
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self._dict["lateral_overlap"] = _translate(
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"Solver",
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"Export cancelled: lateral contributions {first} and {second} "
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"on reach {reach} overlap, which RubarBE does not accept. Merge "
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"them or move one of them."
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)
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self._dict["lateral_too_long"] = _translate(
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"Solver",
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"Export cancelled: the lateral contributions give {count} values "
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"(number of points times number of cells of their zone), "
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"RubarBE accepts at most {maximum}."
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)
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self._dict["boundary_empty_ignored"] = _translate(
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"Solver",
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"Boundary condition {name} at node {node} has no value: it is "
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