MatSA92
Civil/Environmental
- Nov 2, 2017
- 1
Hi all,
Some guidance please. Refer to the attached pdf of a preliminary inlet structure into a pump station sump.
My question is how does one go about calculating the water levels in the inlet channel?
To clarify:
1. Only one channel will be open at a time, thus the PWWF volume of 130l/s will be the design volume.
2. The pipeline to sump ends in an open air drop into the sump.
I am struggling with finding a control within the channel from which I can establish a known water level in which to work from.
Hope the question posed is clear enough. Let me know if you need any clarification on anything.
Some guidance please. Refer to the attached pdf of a preliminary inlet structure into a pump station sump.
My question is how does one go about calculating the water levels in the inlet channel?
To clarify:
1. Only one channel will be open at a time, thus the PWWF volume of 130l/s will be the design volume.
2. The pipeline to sump ends in an open air drop into the sump.
I am struggling with finding a control within the channel from which I can establish a known water level in which to work from.
Hope the question posed is clear enough. Let me know if you need any clarification on anything.