Time Area Diagram in m2 for Green Roof Runoff Method
Change the units for the area column in the time area diagram to m2 (or have the ability for user to change the units between m2 and ha). When using time area diagram, as per the Green Roof Runoff Method (link below), it results in areas of 0.001 ...
Remove Requirement for Infiltration coefficient for porous paving
If designing a lined porous paving system, you are unable to have it non-attenuating. This requirement should be removed to design it to discharge elsewhere
Always having mass balance issues when utilising flow through structure. It could be something from adding orifice to inlets same size as pipe, lifting/dropping structure slightly increasing/decreasing length of structure, that sorts the issue. Th...
In the new update when you add the porosity it displays that porosity but it is quite an eye sore and would be beneficial to be able to remove or tone it down a bit.
To be able to show pipe crossings when plotting long sections.
When plotting long sections, it would be useful to be able to show the crossings from other drainage networks. The crossing are shown on the long sections viewer in flow but not when you plot them.
Improved modelling, including building drainage so designs can be modelled to base of internal stacks within buildings to allow for greater collaboration between other design disciplines for general clash detection. Typically, Architects, Structur...
The sum of the total impermeable area is not currently printed on the calcs, this could be incorporated with the total Time/Area information (as per a previous suggestion) as MicroDrainage does.
Ian George
about 2 years ago
in Flow
0
👷🏽♀️Promoted
The mimimum pipe length in Flow is currently set to 1m. Where modelling junctions and connections there may be less than 1m between the junctions. Please revise the minimum length to around 300-500mm.
Ian George
about 2 years ago
in Flow
1
👷🏽♀️Promoted
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