OK, so I'm the 52 year-old Electrical PE who is taking the Civil PE this April in WR (think Kevin Bacon getting paddled in "Animal House": "Thank you sir, may I have another"!!!)
The CERM readily gives the equation to calculate the hydraulic jump for a rectangular channel. I was solving a problem for hydraulic jump with a triangular channel [six-Minute Solutions, WR, #10 Breadth] and was told that I need to derive the hydraulic jump equation for a triangular channel from the momentum equation.
Ain't got time for that horseshit during the exam. Anyone got a list of hydraulic jump equations for trapezoidal, triangular and circular channel cross-sections?
The CERM readily gives the equation to calculate the hydraulic jump for a rectangular channel. I was solving a problem for hydraulic jump with a triangular channel [six-Minute Solutions, WR, #10 Breadth] and was told that I need to derive the hydraulic jump equation for a triangular channel from the momentum equation.
Ain't got time for that horseshit during the exam. Anyone got a list of hydraulic jump equations for trapezoidal, triangular and circular channel cross-sections?