Hi Everyone,
I am simulating runoff from an ungauged area, hence cannot calibrate my model for width of sub-catchment.
In case we are to design drainage system for a newly developed site then what length of overland flow should be considered.
As its generally ranges from 100-300 m, I have arbitrary chosen a length of 115 m for overland flow.
Whether it is a right approach, or is there any other method to deal with such cases ?
Replies
Thanx for the reply.
A few ways to estimate the width parameter:
1. Width = The Square Root of the Area in Square Meters,
2. Width = The Area / Overland Path Length in Meters