Abstract
A parameter estimation is presented of a distributed hydrological model in a basin which has multiple water level stations. A problem is placed that the fittings are not always satisfactory in the cases where the discharge of one water level station is calculated based on the parameter values which are optimized to another water level station. A solution is demonstrated to calculate the discharges based on the parameter values selected from the results of multi-objective optimization where the errors at the water level stations are minimized simultaneously. Good performance is illustrated in two implementations of NSGA2 in Colleo optimization software.
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 callDisclaimer: 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.
