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...
Thanks for all the replies, but I'm having a hard time trying to understand all of it..
Can anyone explain in simpler terms? Maybe in some graphical sketch? Thanks.
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..
Attached is the typical detail drawinghttps://files.engineering.com/getfile.aspx?folder=ab02318e-7cb4-4952-912a-00f24d81a0f4&file=Typical_Swale__with_Gabion_Detail.JPG
@TigerGuy, yes I do have enough room for tiebacks but dont think its feasible in terms of cost, the earth drain/swale is approx. 1000 metres long.
@1503-44, do you know how to check the capacity?
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...
