In Hydraulics, beside basic stuff like Hazen-William or Darcy formula for single pipe, basic open channel, basic pump operation, head loss, minor loss, etc., there are topics such as pipe net work (pipes in series, in parallel, Hardy-Cross), pipe bend, back water curve...you need to pay attention to. If you go back to the posts after 04/06 PE exam you'll see people said how easy it was for WR PM, many plug & chug; some guys even said that they had time to do quite a few questions one more time just to make sure!!! Last exam for WR was different! they said it had all kinds of things such as pipes in parallel, Hardy-Cross...So all I can do is praying.
I think WR PM would have: 26 problems for WR, 10 for Env. and 4 for Geotech. WR problems would have about 17 (it could be 16 or 18) hydraulics questions. Say 17 hydraulic questions in which probably 3 for non quantity, 14 questions left would include 7 basic bread & butter problems and 7 problems which would be a bit more complicated/advanced.
I never took PE exam, I'm sure this is not 100% correct, anybody?