I have the rainfall data of different stations within the basin and the land use map.I am new to hec hms and i am having several doubts on how to operate the model. can anyone help me with few answers? thank u in advance
Guidelines on selecting methods for simulating rainfall-runoff processes are outlined in the manual.
If you are going to carry out continuous simulation Soil moisture accounting model is preferred. If you are carrying out event-based modeling there are several methods including SCS-CN, Initial and constant loss method etc.
Normally routing can be done by Muskingum method. But for reaches with steep slopes lag method is also recommended. \
For baseflow check with most commonly used recession method,