What do you like best?
Is able to simulate flood condition (with top view) and able to know how far the impacted area
What do you dislike?
Sometime the result is not logic, for example the result for the bed surface (long section of the river)
Recommendations to others considering the product:
Watch the tutorial and make a comparison analytical between hecras and conventional method
What problems are you solving with the product? What benefits have you realized?
I have a normalization river project, which is we have to check the capacity of the existing river (check to flow Q50) and we have to check the sloping stability of the river against the shear strength from the water flow. And i did it with hecras.