Vegetated swales are open channel systems which utilise vegetation to aid removal of suspended solids. As for buffer strips, the vegetation can assist in reducing peak flows for a range of events (dependent on the swale width and length) and may also be beneficial in volumetric reduction through infiltration, dependent upon the underlying soil conditions. These systems are subjected to fairly high hydraulic loading and the removal efficiency is dependent on the density and height of the vegetation in the channel.
A conceptual diagram of the swale properties in MUSIC is presented below:
Flow in a vegetated swale is modelled in the USTM as uniform flow in a trapezoidal channel (although a triangular channel can be simulated by setting the base width to 0m).
All of the stormwater that approaches the swale below the user-defined Low Flow Bypass amount (in units of m3/s) will bypass the swale. Any flow above the Low Flow Bypass (up to the defined capacity of the swale) will enter and be treated by the swale.
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The storage properties describe the physical characteristics of the vegetated swale and are used to determine the water depth versus discharge relationship, which is used in the hydrologic routing of stormwater runoff through the swale.
Defines the total length of the vegetated swale.
Defines the longitudinal slope of the swale as a percentage.
Defines the width of the base of the trapezoidal channel.
Defines the width of the top of the trapezoidal channel.
Defines the depth of flow to the top of the channel. When the stormwater flow reaches a depth that exceeds this value, flow begins to bypass the vegetated swale, and only a flow rate equal to this flow will be treated by the swale. All of the stormwater flow in excess of this flow rate will bypass the swale and will not be treated by the swale.
Defines the height of the vegetation growing in the swale. The vegetation height is used with a set of empirical relationships to determine the Manning’s n roughness of the trapezoidal channel (refer to Appendix V).
Exfiltration from the vegetated swale into the underlying soil can be modelled by defining the exfiltration rate. Representative exfiltration rates for different soil types are provided in the table below. The water that seeps from the vegetated swale is lost from the catchment, and cannot re-enter the system downstream. Contaminants in the water that is lost to exfiltration are removed from the vegetated swale, along with the exfiltrated water and are also lost from the catchment. Representative exfiltration rates for different soil types are shown in the following table.
| Soil Type | Median particle size (mm) | Saturated Hydraulic Conductivity | |
|---|---|---|---|
| (mm/hr) | (m/s) | ||
| Gravel | 2 | 36000 | 1x10-2 |
| Coarse sand | 1 | 3600 | 1x10-3 |
| Sand | 0.7 | 360 | 1x10-4 |
| Sandy loam | 0.45 | 180 | 5x10-5 |
| Sandy clay | 0.01 | 36 | 1x10-5 |
These are additional properties of the swale that are calculated automatically.
The Manning’s n roughness of the vegetated channel is determined from the vegetation height, based on work described by Kouwen (1988), Kouwen and Li (1980) and Kouwen and Unny (1973). A more detailed discussion of the algorithm is given in Calculating Manning's n in Swales.
Slope of the side of the channel. Note that this must not be confused with the slope of the actual channel.
Speed with which flow travels down the swale. calculated using Manning's formula.
This is Velocity•Depth.
The cross-sectional area of the swale.
This is also known as high flow bypass. music calculates the capacity of the swale for the given dimensions and vegetation. Inflow in excess of the calculated capacity is treated as a high flow bypass.
It is possible to view or save various flows and water quality as below for the swale:
You need to select them to record before you run.
The advanced properties section (opened using the ‘More’ button) of the swale properties dialogue box displays the parameters that describe the treatment processes in the swale as shown below.
For details on configuring CSTR cells, refer to Number of CSTR Cells. An infinite number of CSTRs would replicate the effects of plug flow through the swale. music defaults to 10 CSTR cells for swales as most swales are relatively long and thin, however, as the shape of the system can vary markedly dependent on design, the number of CSTR cells that is required to represent the hydraulic efficiency of the design is dependent on that shape.
For swales:
NOTE: Advanced Properties are uneditable by default. You can make it editable for each project by clicking on Edit and Project Options. This will present you with a Project Options Screen as displayed below:
Now, click on MUSICX Treatment Node Settings and tick on Editable as shown above. |
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