Input requirements

The flexibility of MIKE SHE means that there is no predefined list of required input data. The required data depends on the hydrologic process included and the process model selected, which, in turn, depend on what problem you are trying to solve with MIKE SHE. However, the following basic model parameters are required for nearly every MIKE SHE model:

·         Model extent - typically as a polygon,

·         Topography - as point or gridded data, and

·         Precipitation - as station data (rain gauge data).

Additional basic data is required depending on the hydrologic processes included, and their options:

·         Reference evapotranspiration - as station data or calculated from mete­orological data,

·         Air Temperature - for calculating snowmelt (station data),

·         Solar Radiation - for calculating snowmelt (station data)

·         Sub-catchment delineation - for runoff distribution

·         River morphology (geometry + cross-sections) - for river flow and water level calculations

·         Land use distribution - for vegetation and paved runoff calculations

·         Soil distribution - for distributing infiltration and calculating runoff

·         Subsurface geology - for calculating groundwater flow

If you also want to calculate water quality then additional basic information includes:

·         Species to be simulated, and

·         Source locations

The data items listed above are the basic input data that define your problem. They are not usually part of the calibration. If we now look at each of the hydrologic processes, and the process models available for each, then we can separate out the principle calibration parameters.

Table 1.1             Principle parameters for MIKE SHE

 

Principle calibration

parameters

Other parameters

Overland flow (finite difference)

Surface roughness

Detention storage

Overland flow (sub­catchment-based)

Surface roughness

Detention storage

Slope parameters

River flow

River bed roughness

River bed leakage coefficient

 

Unsaturated flow (finite difference)

Saturated hydraulic

conductivity

 

Soil water contents at satu­ration, field capacity, and wilting point

Soil function parameters

Unsaturated flow

(2-layer method)

Saturated hydraulic

conductivity

 

Soil water contents at satu­ration, field capacity, and wilting point

Capillary thickness

Actual Evapotran­spiration

Leaf Area Index

Root depth

Canopy Interception

FAO Crop coefficient

Kristensen and Jensen ET parameters

Groundwater flow

(finite difference)

Hydraulic conductivity

Specific yield

Specific storage

Drain level

Drain time constants

 

Groundwater flow

(linear reservoir)

Reservoir time constants

Reservoir volumes (specific yield, depths)

Interbasin transfers (dead zone storage)

Water quality

Porosity

Soil bulk density

Dispersivities

Sorption and degradation rate constants

Source strength

The parameter list in Table 1.1is not complete. There are many other param­eters that can be modified if you are trying to simulate something specific, such as snowmelt. If you do not simulate a process, then a place holder parameter is usually required that will need to be calibrated. For example, if you do not simulate the unsaturated zone and evapotranspiration, then pre­cipitation must be converted to groundwater recharge using the Net Rainfall Fraction and Infiltration Fraction parameters to account for losses to evapo­transpiration and runoff.