1_MIKE 11 RR

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MIKE 11
Modelling the rainfall-runoff process
Available Rainfall
Runoff (RR) models:
• UHM
• NAM
• SMAP
• URBAN
MIKE 11
Modelling the rainfall-runoff process (NAM)
RAINFALL
POTENTIAL EVAPORATION
MODEL
PARAMETERS
RUNOFF COMPONENTS
EVAPORATION
RECHARGE
MIKE 11
NAM : “nedbør-afstrømnings model”
Describes the land phase of the hydrological cycle
The NAM is a lumped, conceptual model:
• lumped
• conceptual
catchment regarded as one unit.
parameters are average values
based on considerations of the
physical processes
Similar models:
Stanford, SSARR, HBV, SMAR,..
MIKE 11
Types of Application
• General hydrological analysis
- runoff distribution
- estimates of infiltration / evaporation
• Flood Forecasting
- subcatchment inflow to river model
- links to meteorological models
• Extension of streamflow records
- advanced gap-filling
- improved basis for extreme value analysis etc.
• Prediction of low flow
- for irrigation management
- for water quality control
MIKE 11
The NAM Model
equations
MIKE 11
NAM, Initial conditions
Data to be specified:
• Initial Water Content of Surface and Root zone storages
• Initial values for Overland flow and Interflow
• Initial Groundwater Depth
Recommended to disregard the first half year or so of
the results to eliminate erroneous Initial Conditions!
MIKE 11
NAM, Model Calibration
Most NAM Parameters of empirical nature
=> values must be determined by Calibration:
• Water balance in system
• Runoff hydrographs, peak and shape
• Comparison of Runoff results with observations
Generally recommended to change only one
parameter between each run !
MIKE 11
NAM, Model Calibration
1. Manual Step-by-step procedure
(changing one variable at a time)
2. Autocalibration
Automatic optimisation routine using multi-objective
optimisation strategy.
4 objectives:
1) Overall Volume error (= water balance)
2) Overall root mean square error (= hydrograph shape)
3) average root mean square error of peak flow events
4) average root mean square error of low flow events
Easy to use - BUT EVALUATION OF VARIABLE VALUES
REQUIRED TO JUDGE HYDROLOGICAL SENSIBILITY
MIKE 11
NAM simulation, Liver creek
MIKE 11
RR Parameter editor
Editing of Model-specific parameters for Rural Catchments :
NAM Model-specific parameters comprise:
• Surface, Root-zone and Snow melt data
• Ground water data
• Initial Conditions
• Irrigated Area
Editor-file: *.rr11
MIKE 11
RR Parameter editor (NAM)
Example:
Surface-Rootzone
variables
MIKE 11
RR Input to HD Simulation
Inclusion of Runoff results in River model:
1) RR-simulation (produce RR Result-file)
2) Specify Catchment definitions in Network Editor
(input to single points or distributed along reach)
3) Specify RR Result-filename in Simulation Editor
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