PDM Descriptor Data Fields

Simulations using PDM functionality can only be run if the PDM option is enabled on your licence.

PDM Descriptor data can be edited on either the PDM Descriptor Grid Window of the Subcatchments Grid or the PDM Descriptor Property Sheet.

This table describes all the data fields used to define a PDM Descriptor object.

Common Data Fields

Fields that are common to the majority of objects can be found in the Common Fields topic.

PDM Descriptor Data

Database Table Name: hw_pdm_descriptor

Show Columns

Database Names

Size, Type and Units

Defaults and Error Limits

Field Name

Help Text

Database Field

Data Type

Size

Units

Precision

Default

Error Lower Limit

Error Upper Limit

Warning Lower Limit

Warning Upper Limit

Descriptor ID Name of the PDM Descriptor object. descriptor_id Text 64   0          
Rainfall and evaporation

Method used to calculate rainfall and evaporation:

Database Value

Description

Standard Standard
Infiltration With infiltration
Infilt_frozen With infiltration and frozen ground
re_type Text 50   0 Standard 0 0

0

0

Rainfall factor Multiplying factor to be applied to measured rainfall to obtain an average rainfall across the catchment. rainfac Double     3 1 0  

 

 

Evaporation exponent Exponent in evaporation function. be Double     3 2.5 0  

 

 

Infiltration rate parameter Enabled when Rainfall and evaporation set to Infiltration or Infilt_frozen kinf Double   I 3 0 0      
Frozen infiltration rate parameter Enabled when Rainfall and evaporation set to Infilt_frozen kfreeze Double     3 0 0      
Frozen time constant Enabled when Rainfall and evaporation set to Infilt_frozen kt Double     3 0.5 0      
Soil moisture distribution

Method used to calculate soil moisture distribution:

Database Value

Description

Pareto Pareto
Rectangular Rectangular
Triangular Triangular
Power Power
smd_type Text 50   0 Pareto 0 0

0

0

Minimum storage capacity Minimum storage capacity in the catchment. cmin Double   SC 3 1.5 0  

 

 

Maximum storage capacity Maximum storage capacity in the catchment. cmax Double   SC 3 75 0  

 

 

Pareto exponent

Exponent of Pareto distribution controlling spatial variability of store capacity.

Enabled when Soil moisture distribution is set to Power.

b Double     3 1 0      
Recharge/runoff

Method used to calculate recharge and runoff:

Database Value

Description

Standard Standard
Splitting Splitting
Split_unrest Splitting (unrestricted)
Demand_based Demand-based
rr_type Text 50   0 Standard 0 0

0

0

Ground recharge time constant

Groundwater recharge time constant.

Enabled when Recharge/runoff set to Standard.

kg Double     3 1000 0  

 

 

Soil tension storage capacity

Threshold storage below which there is no drainage; water being held under soil tension.

Enabled when Recharge/runoff set to Standard.

St Double   SC 3 0 0  

 

 

Recharge function exponent

Exponent of recharge function.

Enabled when Recharge/runoff set to Standard.

bg Double     3 1 0  

 

 

Initial soil moisture proportion of max Enabled when Recharge/runoff set to Splitting or Split_unrest. theta Double     3 0.7        
Surface flow runoff proportion

Runoff factor controlling the split of rainfall to surface and groundwater storage routing when no soil recharge is allowed.

Enabled when Recharge/runoff set to Splitting or Split_unrest.

alpha Double     3 0.4 0 1 (Splitting only)    
Baseflow store runoff proportion

Proportion of runoff entering the baseflow store.

Enabled when Recharge/runoff set to Split_unrest.

beta Double     3 0        
Groundwater deficit ratio threshold Enabled when Recharge/runoff set to Demand_based. alpha_d Double     3 0.5 0      
Maximum recharge rate Enabled when Recharge/runoff set to Demand_based. qsat_d Double   I 3 2 0      
Groundwater demand factor exponent Enabled when Recharge/runoff set to Demand_based beta_d Double     3 1        
Surface store

Method used to calculate surface storage:

Database Value

Description

Help Text
Linear Linear storage Linear storage routing function
Quadratic Quadratic storage Quadratic storage routing function
Cubic Cubic storage Cubic storage routing function
Exponential Exponential storage Exponential storage routing function
Linear_cascade Linear cascade Cascade of two linear reservoirs
ss_type Text 50     Linear_cascade 0 0

0

0

Linear reservoir 1 time constant Linear reservoir time constant k1 Double     3 10

0.00025 (Linear cascade)

0 (surface storage except linear cascade)

 

 

 

Linear reservoir 2 time constant Enabled when Surface store set to Linear_cascade k2 Double     3 0 0.005  

 

 

Interflow

Method used to calculate interflow (lateral flow through soil layers).

If Interflow is set to a value other than None, Recharge and runoff must be set to Standard and Soil moisture deficit must be set to Pareto.

Database Value

Description

Help Text
None None Interflow not modelled
Linear Linear storage Use a linear storage routing function to calculate the interflow component of total runoff.
Quadratic Quadratic storage Use a quadratic storage function to calculate the interflow component of total runoff.
Cubic Cubic storage Use a cubic storage function to calculate interflow component of total runoff.
Exponential Exponential storage Use an exponential storage function to calculate the interflow component of total runoff.
if_type Text 50   0 None 0 0

0

0

Interflow time constant

Enabled when Interflow set to choice other than None.

ki Double 30   3 30 0      
Interflow factor Enabled when Interflow set to choice other than None fi Double     3 0 0 1    
Baseflow store

Method used to calculate baseflow

Database Value

Description

Help Text
Linear Linear storage Use a linear storage routing function to calculate baseflow
Quadratic Quadratic storage Use a quadratic storage routing function to calculate baseflow
Cubic Cubic storage Use a cubic storage routing function to calculate baseflow
Exponential Exponential storage Use an exponential routing function to calculate baseflow
bs_type Text 50   0 Cubic 0 0

0

0

Baseflow time constant

Constant used for all baseflow modelling methods.

The metric unit used for the baseflow time constant is:

h mm^(M-1), where M is the exponent in the baseflow storage equation

kb Double     3 500 0  

 

 

Time delay Constant time delay applied to output flow tdly Double     3 0 0  

 

 

PDM Descriptors

Subcatchments Grid

Property Sheets