Abstract

The five computation steps of CASTOR—a simplified dam-break, flood-wave model—are described. The first step uses a simple relation to determine peak discharge at the dam. Second, a dimensionless graph gives peak discharge at the distance x from the dam. Afterwards the uniform-flow equation is used to compute peak water elevation, peak velocity, and wave arrival time. The validation of these last three steps is obtained on a set of 15 dams and 440 channel cross sections by comparison to the results of the model RUBAR 3, which solves Saint Venant equations. The deviation is less than 30% for peak water depth and 50% for other results in more than 90% of the cross sections. Such statistically justified results might be used independently from CASTOR. The example of the Lawn Lake Dam failure is treated by CASTOR; except for a point where the topography changed during the flood, peak water depth shows a deviation less than 20%.

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.