pwdsabey

Hi all,

Can anyone explain how to plot the resulted hydrograph (flow vs time) at a particular manhole or link in a collection system after simulation?

regards

Abey

Hi all,

We have to calibrate an existing system model with actual flow data measured at few points in the system.

it is highly appreciated if anyone can help me in this regard explaining how to calibrate the existing model with measured flow data.

thanks and regards

Abey

Hi all,

I have to model gravity sewer collection systems for some new areas adjacent to a large existing system. since the existing system model is too large, I am thinking of modelling the new areas separately and combine them later. Can anyone explain how a new model could be combined with an existing model?

thanks

Abey

Hi all

It is highly appreciated if anyone can provide any guide or proper reference to H2S Modeling in Mike Urban 2014?

Regards

Abey

Hi Dears,

I am using MU 2014 version for modeling Wastewater Collection systems. In this exercise, first I need to enter the average daily flows to each node. then it is required to simulate the model with the peak flows calculated as per Merrimack Equation (Qp=2.656xQa^0.879: where Qp=peak flow in Million liter/day, Qa=average flow in Million liter/day). This peak flow should be calculated by the MU model.

Could you please let me know how the Merrimack peak flow is modeled in the MU?

Thank you