TY - JOUR
T1 - Transient modeling of regional groundwater flow using parameter estimates from steady-state automatic calibration
AU - Sonnenborg, Torben O.
AU - Christensen, Britt S.B.
AU - Nyegaard, Per
AU - Henriksen, Hans Jørgen
AU - Refsgaard, Jens Christian
PY - 2003/3/25
Y1 - 2003/3/25
N2 - Use of automatic calibration of large physically based hydrological models running in a transient mode is severely constrained by the long simulation time. Here, the possibility of using a steady-state model, with fast model execution, as the basis for automatic calibration of the involved parameters is examined. It is tested if the parameters estimated with the steady-state model can be used for the subsequent transient modeling of the same hydrological system. The problem is analysed for the 5900 km
2 South Jutland area, being one of the 11 model areas of the National Water Resource Model of Denmark. The area is modelled using the MIKE SHE code while UCODE is used for optimization. Hydraulic head data and stream discharge data are available for calibration. It is examined how the estimated parameters are affected by the choice of (a) recharge input to the steady-state model, and (b) target data used for calibration. The reliability of the parameters is evaluated and the resulting ability of the optimized models to simulate the transient response of the system is assessed. The results show that the estimated parameters are highly sensitive to the way that the steady-state model is conceptualized. The study suggests how the steady-state model should be conceptualized in order to obtain reliable parameter estimates that produce acceptable transient model results.
AB - Use of automatic calibration of large physically based hydrological models running in a transient mode is severely constrained by the long simulation time. Here, the possibility of using a steady-state model, with fast model execution, as the basis for automatic calibration of the involved parameters is examined. It is tested if the parameters estimated with the steady-state model can be used for the subsequent transient modeling of the same hydrological system. The problem is analysed for the 5900 km
2 South Jutland area, being one of the 11 model areas of the National Water Resource Model of Denmark. The area is modelled using the MIKE SHE code while UCODE is used for optimization. Hydraulic head data and stream discharge data are available for calibration. It is examined how the estimated parameters are affected by the choice of (a) recharge input to the steady-state model, and (b) target data used for calibration. The reliability of the parameters is evaluated and the resulting ability of the optimized models to simulate the transient response of the system is assessed. The results show that the estimated parameters are highly sensitive to the way that the steady-state model is conceptualized. The study suggests how the steady-state model should be conceptualized in order to obtain reliable parameter estimates that produce acceptable transient model results.
KW - Automatic calibration
KW - Catchment scale
KW - Modeling
KW - Recharge
KW - Steady state
KW - Transient modeling
KW - DK-model
UR - http://www.scopus.com/inward/record.url?scp=0037466131&partnerID=8YFLogxK
U2 - 10.1016/S0022-1694(02)00389-X
DO - 10.1016/S0022-1694(02)00389-X
M3 - Article
SN - 0022-1694
VL - 273
SP - 188
EP - 204
JO - Journal of Hydrology
JF - Journal of Hydrology
IS - 1-4
ER -