GR1A
Implementation
LuMod 0.1.3.0 GR1A
Time step: annual
Backend: installed Python dependencies
Calibrated parameters: 1
Temperature required: no
Parameters and initial configuration
Parameter |
Supported calibration range |
Default |
|---|---|---|
|
0.1 to 5 |
0.5 |
Ranges/defaults are implementation contracts, not universal priors or a recommended basin calibration. Consult source comments for parameter units and coupling.
Governing equations
The following source is the exact model kernel used by this adapter. For MARRMoT it includes the state derivative and each referenced flux function; the solver and routing are described above. Original notices and source citations are retained in the files.
# -*- coding: utf-8 -*-
"""
modèle pluie-débit annual GR1A
Rain-Runoff Model
Author:
Saul Arciniega Esparza
Hydrogeology Group, Faculty of Engineering,
National Autonomous University of Mexico
zaul.ae@gmail.com | sarciniegae@comunidad.unam.mx
Reference:
Mouelhi, S., 2003. Vers une chaîne cohérente de modèles pluie-débit conceptuels
globaux aux pas de temps pluriannuel, annuel, mensuel et journalier. Thèse de Doctorat,
ENGREF, Cemagref Antony, France, 323 pp.
Mouelhi, S., Michel , C., Perrin, C. & Andreassian, V. (2006) Linking stream flow to
rainfall at the annual time step: the Manabe bucket model revisited. J. Hydrol. 328,
283-296, doi:10.1016/j.jhydrol.2005.12.022.
"""
# Vendored from LuMod 0.1.3.0: kernels only; cached Numba compilation.
import math
from math import tanh
import numpy as np
import numba as nb
@nb.njit(cache=True)
def _gr1a(prec, pet, x):
"""
modèle pluie-débit annual GR1A
"""
n = len(prec)
qt = np.zeros(n, dtype=np.float32)
for t in range(n):
if t == 0:
sub = prec[t] / (x * pet[t])
else:
sub = (0.7 * prec[t] + 0.3 * prec[t-1]) / (x * pet[t])
qt[t] = prec[t] * (1.0 - 1.0 / (1.0 + sub ** 2.0) ** 0.5)
return qt
Simulation
from basinforge import Basin, get_model
basin = Basin.from_csv("basin.csv", basin_id="A", area_km2=1200,
q_unit="m3/s", timestep="annual")
q_mm = get_model("GR1A").simulate(basin)
q_m3s = basin.to_m3s(q_mm)
Supply your actual data and catchment area; temperature-dependent models require a temperature column. For non-daily models, choose an appropriate warmup in model steps.
See calibration, input requirements, sources and verification limitations.