Two Questions
1. When entering c-section data and press compute the program send error message "GUI..." and mentions error in STA and Elev. which do not exist in the sec?
2. The c-sections are usually taken normal to the flow line. When taking the road alignment into consideration to model...
if there are two consecutive culverts about 50 m apart how could the headwater of the second culvert affect the tailwater of the first. Does the backwater formed at the inlet of the second affect the flow regime of the first. another question about the headwater level to what distance it can...
The gap width is 12 cm which is equal to the expansion joint width. in fact I am thinking of adding a flexible pipe connected at both ends of the concrete ditch.
