anyone willing to help? hgl scenario, although not a realistic model for storm drain design. all computations were done by pipe chart, as the 'pipe wheel' will no longer be permitted in the maryland test. also, all numbers are based on manning's values, no darcy-weinbach or others
i can email you a pdf if you want.
send me some good thoughts, i take on the principles and practice, storm drain design, and business codes and ethics tests tomorrow and friday
make sure you know those SHA forms and charts backwards and forwards.
good luck, its a tough one.
Good luck man (This is where Larry P. interjects that luck has nothing to do with it 😉 )
Honestly, I emptied my brain of every bit of storm drain design the minute I left the exam room and never looked back, so I’m no help in that department.
:good: :good: 😉
jhenry and j fleming
thanks, first day felt good. hydro in the morning, law and ethics in the afternoon. resting up for ncees tomorrow
jhenry and j fleming
Good luck with all!
