Hi,
Kindly asking for your help on belows query.
Let's assume a 10km long DN1000 pipeline with 3 drains at the low points. The initial head is H1 (orange line).
After a time step dt a certain amount of water has left the system (I'm using the Toricelli approach) through the 3 drains.
How...
Hi all,
I'm looking for advice on best engineering practices for simulating a hydraulic pipeline, particularly regarding the maximum allowable pressure for HDPE pipes during transients.
I'm currently working with a PE100 PN16 water pipeline (SDR11) and have calculated a Maximum Operating...
Dear All,
I am reaching out once again with a question and would greatly appreciate your valuable insights, as you have consistently provided in the past. Kindly refer to the accompanying sketch for context.
Situation:
I am currently dealing with an isolated pipeline that is being emptied via...
Dear all,
I have a situation here which has been bothering me for a while and I really hope someone can give me their expertise on it.
Background:
I have two pump groups (let's assume three pumps in parallel each), which deliver up to 1.5 m3/s maximum.
The amount delivered can vary between...
Hi all!
I need to solve a small case study and am kind of lost. Hopefully you could give me some valuable inputs or explanations.
For better illustration of below description, I draw a little sketch (please see below).
Normal Operation:
There is a main reservoir (on a hill feeding 3...
