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Author

Revision

Description of Change

 Matthew Bethune Creation of material

27/11/2012

G. Podger

 

Review

Description and rationale

...

The soil water balance for each crop is modelled using a single layer moisture store (Equation  1), as outlined in FAO56 – Chapter 8. Equation 85 from FAO56 represents the water balance of the rootzone.

Equation 1
Image Modified

where:

Dr,i root zone depletion at the end of day i [m],

...

The user specifies the soil moisture capacity at the district level and this is assumed constant for all crops in the district (Equation  2). The soil moisture capacity is given by the difference in soil moisture content between field capacity and permanent wilting point. The total available water (TAW) for each crop is a product of the depth of the rootzone (when fully grown) and q Cap (Equation 3). The depth of the rootzone is specified for each crop. The depth of rootzone is also specified for fallow. While the fallow has no rootzone, this is treated as the depth of soil from which evaporation can occur.

Equation 2
Image Modified
Equation 3
Image Modified

where:

TAW the total available soil water in the root zone [m],

...

Readily available water is defined by:

Equation 4
Image Modified

p is the average fraction of Total Available Soil Water (TAW) that can be depleted from the rootzone before moisture stress (reduction in ET) occurs [0-1].

...

For Dr > RAW, Ks is given by:

Equation 5
Image Modified

where:

Ks is a dimensionless transpiration reduction factor dependent on available soil water [0 - 1],

...

The effects of soil water stress on crop ET are calculated by multiplying the crop coefficient by the water stress coefficient (Ks). The Ks value is evaluated based on soil water depletion at the start of the time-step.

Equation 6
Image Modified

where:

Kc = Single crop coefficient on growth day j of the crop

...

Effective rain considers that a proportion of rainfall will be interception or lost and not infiltrate. FAO56 proposes an interception loss of 0.2 * ETo. This interception loss is included into Irrigation to define effective rain as described in (Equation  7).

Equation 7
Image Modified


Rainfall Runoff

Rainfall runoff occurs when rainfall results in soil moisture exceeding saturation or a maximum target pond level for ponded crops. 

Equation 8
Image Modified

where:

RainfallRunoff = the amount of rainfall runoff depth for cropping area (m)

...

The processing of escapes at both a district and crop level is the same. For each escape, the escape volume is firstly calculated (Equation  9), the escape volume is removed from the volume of water supplied (Equation 10) and then the return volume is evaluated (Equation 11). Where there are multiple escapes, the escape factors are effectively multiplicative.

Equation 9
Image Modified
Equation 10
Image Modified
Equation 11
Image Modified


The volume supplied is reduced by the escape volume

...

Forecast values of P and ETo are required to estimate soil depletion into the future. Two options for forecasting ETo and rainfall. The user can specify an average daily pattern, which represents long term average ETo and rainfall on each day of the year. Alternatively, you can specify the number of previous time-steps, and the model calculates the forecast ETo and rainfall by averaging the previous specified number time-steps.

...

Regulated and opportunistic requirements

The irrigation regulated requirement is defined as the amount of water required to maintain soil depletion at a target level. The opportunistic requirement is defined as the amount of water that could be utilised if it is available. Both irrigation regulated and opportunist requirements can be limited to within an irrigation season. If user has specified irrigation season, orders and requests are only generated within the season.

The irrigation regulated and opportunistic requirement are calculated between now and the maximum travel for each crop as:

 

Equation 12
Image Modified
Equation 13
Image Modified

where:

Rcrop is crop regulated requirement (m3)

...

At district level, the regulated and opportunistic requirements are summed and then scaled for any district escape factors.

Equation 14
Image Modified
Equation 15
Image Modified

where:

t is model time-step (day)

...

The under irrigation factor is used to adjust the target soil depletion to achieve a reduction in water use compared to potential. This option may be used where you are trying to keep a crop alive and not maximise production ie. stressing the crop and getting a reduced yield..

Equation 16
Image Modified

where:

UFactor is user specified under irrigation factor

...

The planting window allows the planted area, as defined by the planting decision trigger, to be established over a period of time, rather than the whole crop area being established on the plant date. The user specifies the planting window, which corresponds to the number of days the crop is planted over. The area planted each day is defined by:

Equation 17
Image Modified

The soil water depletion of the area planted today is initialised from the fallow soil water depletion

...

This allows the initial soil depletion of the new crop to be defined by

Equation 18
Image Modified

where:

DNewCrop is soil water depletion of new crop (m)

...

The simple, linear crop water production function provided in FAO Irrigation and Drainage Paper 33 is used to predict the reduction in crop yield resulting from water stress. This is a very simplistic approach.

Equation 19
Image Modified

where:

Yr is relative yield.

...

  • Calculate the escape volume (Equation 9) and return volume (Equation 11) associated with each of the configured district escapes, note by default this is 0. Note that each escape is calculated based on residual volume supplied (Equation 10); and
  • Calculate the total district escape and district return volume from escapes
Equation 20
Image Modified
Equation 21
Image Modified

where:

DistrictEscapen is district escape volume associated with district escape n.

...

  • The volume of water applied is then distributed between regulated requirements and opportunistic requirements.
Equation 22
Image Modified
Equation 23
Image Modified

where:

RTotal(t) = total regulated requirement at time-step t

  • The volume applied to each crop is in proportion to the regulated and opportunistic irrigation requirements.
Equation 24
Image Modified

 

  • Soil depletion is updated for the applied irrigation water (Equation 1)
  • Escape volume (Equation 9) and return volume (Equation 11) for each crop resulting from irrigation deep percolation and runoff are evaluated.
  • The deep percolation from irrigation and rainfall are totaled for each crop.
  • The runoff from irrigation and rainfall are totaled for each crop. The total returned crop runoff is calculated.
  • The crop return flow is added to district return flow.
  • The final return efficiency is applied to the return flow to provide a final flux of water that is returned to the water user (Equation 11).

...

Table 1. Assumptions and constraints applying to storage flow routing methods

No

Assumption/Constraint

1

The crop model has been designed to represent a group of farms and assumes the irrigation behaviour of a group of farms.

2

Crops are planted on the same specified date each year of the simulation.

3

Crop yield is a linear response to water stress

4The areas of crop will be less than or equal to the area of the district

Data

Refer to the Source User Guide for detailed data requirements and formats.

...

Parameters and Settings

District Configuration

ParameterDescriptionUnitDefaultTypical Range

Maximum Irrigated Area

Nominal maximum irrigated area. Used in defining the area of fallow. Warning generated if area exceeds this fall

ha

0

0-500,000

Soil Moisture Capacity

The difference in volumetric soil water content between field capacity and permanent wilting point

%

0

10-30

Irrigation season start date

The first day on which water can be delivered to irrigators

Calendar date

Irrigation districts – 15 August

Private diverters – 1 July

1/1-31/12

Irrigation season end date

The last day on which water can be delivered to irrigators

Calendar date

Irrigation districts – 31 May

Private diverters – 30 June

1/1-31/12

Climate Configuration

Parameter

Description

Unit

Default

Typical Range

Evapotranspiration

Reference crop evapotranspiration, as defined by FAO56. Suggest using SILO data                           

mm/day                 

0                                            

0-15

Average evapo\rationspiration

Average evapotranspiration used for forecasting soil water depletion and demand

mm

0

0-15

Rainfall

Rainfall timeseries

mm/day

0

0-

Average Rainfall

Average rainfall used for forecasting soil water depletion and demand

mm

0

0-

District Supply Escape

ParameterDescriptionUnitDefaultTypical Range

Supply Escape Efficiency

The percentage of water supplied to the district that is lost from the supply system                                            

%                  

0                                     

≥ 0-100

Escape Return Efficiency

The percentage of the supply escape that is collected in drainage system and can be recycled

%

0

≥ 0-100

District Return Efficiency

Parameter

Description

 Unit

 Default

Typical Range

Supply Escape Efficiency

Disabled. The district return efficiency is only applied to return flows                                                                   

%                  

0                                    

0-1000

Return Effficiency

The amount of all harvested return flows that is passed back to the water user.

%

0

≥ 0

General Crop Configuration

ParameterDescriptionUnitDefaultTypical Range

Crop

Crop type

-

-

-

Crop Type

Type of crop being grown – Either Annual or Perennial

-

-

-

Planting Window

The number of days over which a crop area is planted. This defines the number of uniform size sub-areas for initial watering of cropped area.

days

1

1-30

Planting Margin

Defines the time period following planting that the crop will not die as a result of water stress. This prevents crop death if initial planting is delayed.

days

1

≥ 0

Crop Soil Configuration

ParameterDescriptionUnitDefaultTypical Range

Dr- Depth of rootzone

Depth of soil profile that water is extracted for ET. For fallow, this is the depth of soil that soil water will deplete due to evaporation.

mm       

0                   

30-1000

p - Depletion Factor

Percentage of total available water that a crop can extract from the root zone without suffering water stress

 %

0

50

Initial Depletion

Soil water depletion used to initialise a model run

mm

0

0-100

Fallow factor

Limit on evaporation from fallow soils. Equivalent of a crop coefficient, but used for fallow.

-

0

0.4-1

Crop Planting Decision

ParameterDescriptionUnitDefaultTypical Range

Decision Type

Allows user to select different methods for specifying the crop area on the planting date. Either a fixed area (which supports expressions and data sources) or a lookup table that relates available water on the planting date to the planted area.

 

Fixed Area

 

Plant Date

Date that the planting decision is made and the crop is planted

Calendar date

31 May

1/1-31/12

Harvest Date

Date crop is harvested. By default this is disabled

Calendar date

n/a

1/1-31/12

Under Irrigation Factor

Reduces irrigation application by adjusting the target depletion level.

%

0

0-50

Area relationship

Defines the crop area as a function of either available water using a lookup table or from an expression or data source

ML vs ha

Fixed area

3-14 ML/ha

Soil Depletion

ParameterDescriptionUnitDefaultTypical Range

Target Soil depletion

The target soil water depletion that irrigation attempts to maintain. Negative values used for ponded crops

mm

0

150 to 100

Opportunistic target soil depletion

Soil water depletion that opportunistic water is used to refill. By default this is disabled. Negative values used for ponded crops

mm

0

-150 to 100

Crop Runoff

ParameterDescriptionUnitDefaultTypical Range

Runoff - Supply Escape Efficiency

Percentage of applied irrigation water that becomes runoff                                                                                                             

%

0

0-20

Runoff - Return Efficiency

The percentage of runoff that is able to be harvested and returned

 

 

 

Crop Deep Percolation

ParameterDescriptionUnitDefaultTypical Range

Deep percolation - Supply Escape Efficiency

Percentage of applied irrigation and rainfall that becomes deep percolation and drains below the rootzone.               

%

0

0-20

Deep percolation – Return efficiency

Disabled as it is assumed that no deep percolation can be harvested and returned to water user

%

0

0

Target Modifier

ParameterDescriptionUnitDefaultTypical Range

Start Date

The first day where target levels are modified                                                                                                                                                   

Calendar date

15 March

1/1-31/12

End Date

The last day where target levels are modifed

Calendar date

30 April

1/1-31/12

Modifier

The amount that crop water use is to be reduced during modifier period.

%

0

0-50

Crop Economics - Note: Crop Economics functionality is still in prototype stage

ParameterDescriptionUnitDefaultTypical Range

Yield

Water stress coefficient (Ks) describes the effect of water stress on crop transpiration

%

0

0-100

Expected Usage

Expected total irrigation requirement for crop for the growing season. This is used to evaluate expected surplus/shortfall of water availability

mm

0

5-15

Productivity

Multiplier to convert yield into user specified output units

none

 

 

References

DIPNR (2004), IQQM Reference manual, Version 1.2, NSW Department of Infrastructure Planning and Natural Resources, NSW.

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