I am looking for more guidance about when to use the momentum bridge modeling approach and hoping that people on this forum have some experience. I have a few different models (typically of very channelized, urban rivers) and many of my bridges show a much higher upstream water surface using the momentum equation compared to the energy equation. So far, the only instruction I have found is to include momentum when there are piers. Are there times when the momentum equation predicts a water surface that is too high? We have found that a 2D model of the area computes a water surface much lower than the HEC-RAS momentum equation but are unsure of why.
I have also played around with turning on and off the friction and weight components. For some bridges this makes no difference, but for others it can make a big impact. Is there information about when it is appropriate to use both friction and weight vs one or the other?