I would like to ask you for advice.
How do you solve a estimation breach parameters of levee?
Do you use a empirical equestions for dam breach parameters or?
I consulted this theme with expert Mark F. and Chris G., but I would like to hear more opinion.
The USBR has done a laboratory study of breaches of embankments parallel to the flow. The results might be useful for modifying the traditional coefficients used to compute flow through breaches. The report is USBR Hydraulic Laboratory Report HL-2011-09, “Physical Hydraulic Modeling of Canal Breaches.”