Trade and Waste Water events are very similar in practice and the editing process is virtually the same. Both event types use the Wastewater Profile Editor.
The main difference between the two is that the Wastewater event describes per capita flow, and the Trade event describes flow from a single source. Wastewater events have a Per Capita Flow field that is multiplied by a value for population to produce actual flow. The Per Capita Flow field is replaced by a Flow Scaling Factor field in the Trade event. This field is only retained for compatibility with previous versions and should always be set to one. For more details about how total flow is calculated, see Using Trade and Waste Water Events.
To create a new Trade or Waste Water event, see Creating an Event. Alternatively an existing event can be imported.
The event can contain up to 999 profiles. Each profile represents the pattern of trade or wastewater flow for a single subcatchment.
To add a profile
The profile will now be available for selection from the profile dropdown list in the editor.
Use the Edit button to rename a profile or change its Profile number.
Use the Delete button to remove the currently selected profile.
There are two sets of parameters that can be edited for each profile:
To edit Trade Waste / Waste Water fixed parameters
Water Quality fixed parameters are discussed under a separate heading below.
There are two types of time dependent multipliers:
A description of the rules to decide which multipliers are used can be found in the Using Trade and Waste Water Events topic.
To edit the multipliers
The multiplier values are multiplied by the flow value to give a time-varying flow profile. The flow value depends on the type of profile:
Data can be copied and pasted between profiles by selecting the values in the right hand column, copying to the clipboard using CTRL-C and then placing the cursor where the paste operation is to start and pressing CTRL-V.
Water Quality parameters are discussed below.
This section is only relevant to Water Quality Simulations. If the icon is at the start of a paragraph, then that paragraph is only relevant to water quality simulations. If the icon is at the top of a topic, or a section (underneath a section title), or a row in a table, then the complete topic, section or row is only relevant to water quality simulations.
The instructions above describe how to set an average value for flow, and then scale the flow using a set of time varying multipliers.
The same thing can be done with a set of nine pollutants and two sediment fractions.
Two separate Sediment Fractions represent the sediment concentration entering the system. The average concentration for each fraction in the Sediment box can be set on the Common Page. This average concentration is then adjusted with the time varying multipliers specified.
The Sediment Diameter and Specific Gravity can be edited for the two sediment fractions in the Surface Pollutant Editor. These parameters define how the sediment is deposited, eroded and transported in the sewer network.
The following determinants can be modelled in InfoWorks ICM. Each determinant is modelled separately:
|
BOD |
Biochemical Oxygen Demand |
|
COD |
Chemical Oxygen Demand |
|
TKN |
Total Kjeldahl Nitrogen |
|
NH4 |
Ammoniacal Nitrogen (can only be modelled as a dissolved pollutant) |
|
TPH |
Total Phosphorus |
|
PL1 - 4 |
User Defined Pollutants 1, 2, 3 and 4 |
| DO | Dissolved Oxygen |
| NO2 | Nitrite |
| NO3 | Nitrate |
| PH | pH |
| SAL | Salt |
| TW | Water Temperature |
| COL | Coliforms |
For more information about the available determinants, see Water Quality Determinants.
The determinants can be modelled in three ways:
To edit the determinant values: first select one of the three types listed above from the dropdown list at the top of the Pollutant box on the Common Page of the Wastewater Profile Editor.
The time dependent multipliers are edited in the same way as described above. There is the same choice between calibration and design multipliers and the same rules govern which multipliers are used.
There is a default time varying multiplier, General Pollutant, which is used for any dissolved pollutants or sediment fractions that do not have their own specific multipliers. Select General Pollutant in the Flow/Pollutant Variable dropdown list and edit the calibration or design multipliers normally.
Specific multipliers can be applied to individual dissolved pollutants and sediment fractions. To create specific multipliers:
Additional multipliers can be deleted using the Delete button.