Design for the Prediction of Peak Outflow of Embankment Breaching Due to Overtopping by Regression Technique and Modelling

The study of embankment breaching is not an easy practice, as it includes various parameters to meet the suitability design approach, especially when we consider for long term. Embankment breach studies generally include prediction different parameters. important physical and hydrodynamic flood wave generated from failure are width, slope, formation time, peak outflow, time failure. Out these parameters, outflow a very parameter, deflects magnitude destruction on downstream side affects evacuation plans population. due overtopping essential dam prevention mitigation, well early warning system. Many researchers have used data, comparative studies, experimental or regression techniques develop models predicting outflow. present paper analyzes results forty experiments carried out in two laboratory water channels (flumes). Different overtopped with objective studying behavior during overtopping. was inspired by reports open literature failures that resulted catastrophic conditions. With efficient model developed (Qp) correlating other independent cohesive non-cohesive embankments. validated historical data compiled past. For validation current investigational work, compared already researchers. From analysis, observed depends upon hydraulic, geometric, geotechnical Being phenomenon active short duration only, manual measurement modeling process poses some limitations under