Introduction
The Environmental Demand Model (EDM) in Source operates on a daily basis generating demands and extracting water to meet these demands using the environmental demand and supply point node. The model can be applied in both regulated and unregulated systems.
Table 1 shows the different objectives that can be achieved using the EDM using a set of flow rules. These rules can be grouped and prioritised to ensure that the required environmental needs are met. The Commonwealth Environmental Water Holder Framework (shown in Table 1), which determines environmental watering actions whereby watering options for a specific asset are a function of water availability.
Extreme dry | Dry | Median | Wet | |
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Ecological watering objectives | Avoid damage to key environmental assets | Ensure ecological capacity for recovery | Maintain ecological health and resilience | Improve and extend healthy and resilient aquatic ecosystems |
Management objectives |
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Management actions |
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Key goal | Damage avoidance | Capacity for recovery | Maintained health and resilience | Improved health and resilience |
Flow rules
The EDM provides a means of capturing prescriptive descriptions of water patterns that the environment requires. These definitions of watering patterns are captured as ‘flow rules’ within the EDM and many combinations of flow rules can be prescribed for a single supply point. The four types of flow rules presented in the EDM have been designed to capture the most commonly defined environmental flow requirements specified in environmental flow studies and water regulations. These environmental demand rules allow you to construct a collective environmental water requirement by using combinations of environmental demand rules. These are:
- Flood/Fresh - specifies a flood fresh, usually associated with a recruitment event such as to trigger fish movement, water floodplain vegetation;
- Flow pattern - specifies a pattern of flow, used to define multi-peak events;
- Minimum - specifies a minimum flow, usually applied to maintain minimum habitat requirements; and
- Translucency - specifies the flow requirements in terms of some other time series, usually the release from a dam based on the inflow of the dam.
These rules are configured in the environmental demand node's feature editor. For details on what to configure each of these rules in Source, refer to Environmental Demand node.
To combine the flow rules into a collective environmental flow requirement, rules can be grouped so that they are either always considered, or considered as a subset of the flow requirements. You can define the priority order of rules, and where there is a conflict in being able to meet the water demand, ( ie. insufficient availability of water) the additional water demands for the lowest priority rule is removed until the demand matches, or is less than the available water.
Rules can be made active or inactive during a modelling run using Disable in the rule's contextual menu.