Hello, we are performing some analysis on a retrofit situation where additional flow is being added to an existing drainage system via some additional inlets and pipes to capture previously overland flow. Currently the network has a single outfall to a wet detention lake and our results are...
My company typically models with ICPRv3 however I am trying to make a case for Hydrocad. I discovered it from this forum and to be honest it fits with how I learned water resources better than ICPR despite having used ICPR in school. Anyway, there is a project that we have been struggling to fix...
