swazimatt
Civil/Environmental
- Aug 19, 2009
- 275
We are looking at doing a development that will pump wastewater into an existing gravity network. We need to pump 12 l/s and the council has employed an international consultancy to carry out an assessment as they hold the model for the existing network.
They ran the model and informed us that we can discharge into MH 1 and would then have to upgrade the pipes from MH 1 to 7 to 300mm dia to avoid surcharge downstream and pipes being under 80% capacity. The pipes from MH7 onwards are already 300mm dia. I have proposed that instead of upgrading the pipes (about 500m) we extend our rising main and discharge into MH7 directly, the model has been re-run and we have been informed that this doesn't work as it is resulting in surcharging and pipes running full downstream of MH7.
I have queried this as it doesn't make sense. If i add 12l/s to MH 1 or 12 l/s to MH 7 it should have the same result downstream (the 12 l/s has been run as a continuous discharge for the peak wet weather flow scenario)
Am I missing something? I have done a lot of gravity network design and it doesn't make sense to me
Based on the quality of the reports from the consultant I suspect they have made an error. I have requested they update their report to explain why this happens.
The only thing i can think of is that they have allowed additional infiltration for the old pipe sections and assumed that when replaced there is no infiltration which is an odd assumption to make (all pipes get old eventually) and for the length of pipe should not be significant
They ran the model and informed us that we can discharge into MH 1 and would then have to upgrade the pipes from MH 1 to 7 to 300mm dia to avoid surcharge downstream and pipes being under 80% capacity. The pipes from MH7 onwards are already 300mm dia. I have proposed that instead of upgrading the pipes (about 500m) we extend our rising main and discharge into MH7 directly, the model has been re-run and we have been informed that this doesn't work as it is resulting in surcharging and pipes running full downstream of MH7.
I have queried this as it doesn't make sense. If i add 12l/s to MH 1 or 12 l/s to MH 7 it should have the same result downstream (the 12 l/s has been run as a continuous discharge for the peak wet weather flow scenario)
Am I missing something? I have done a lot of gravity network design and it doesn't make sense to me
Based on the quality of the reports from the consultant I suspect they have made an error. I have requested they update their report to explain why this happens.
The only thing i can think of is that they have allowed additional infiltration for the old pipe sections and assumed that when replaced there is no infiltration which is an odd assumption to make (all pipes get old eventually) and for the length of pipe should not be significant