Hi everyone,
Attached is photo of a structural frame. Can anyone help to resolve R1, R2, R3 and R4 in terms of "P" and "L"?
From my own understanding:
1. P = R3 + R4
2. Since the frame should stay static, the tilting force from P would result in R1 to be a downward force.
I did my own...
Hi everyone,
I'm new to EPANET and am trying to run a analysis for a project. Attached are the pipeline layout and EPANET file.
Parameters
1. 159 single residential units, 3.3m roof height, 1500 litres/unit/day
2. With fire hydrant
3. Tapping from existing 400mm DI pipe, min. pressure of 10m...
Hi everyone,
Does anyone know the difference between Highest Tide Level & Highest Flood Level?
I've tried to find information regarding this but to no avail..
Hi all,
I have an earth drain constrained to a size of 2.5m top width, 2m bottom width, 1.9m height, which would give the side slope 1:0.13 (H:V), can I reinforce the side slopes with gabion mattress? Or any other types of lateral reinforcements?
If not, what is the limit of the side slope...
Hi Everyone,
I have a development where either side of the water pressure from the pipeline is not enough, say if I tap it from both points, does it mean I would get a combined higher pressure? e.g. Pressure A + Pressure B would meet and result in a higher Pressure A+B
Pls refer to attached...
