I'd like to split a flow from a link into 2 parts. All runoff up to the 2 year event will go one direction (into pond a), and all flow above the 2 year event in another direction (overland flow to pond b). I can get the link to split by keying in the actual maximum cfs to go to pond a, but it...
I'm actually going to use a crest height of 0, since the earth will match the leading edge. I may have to switch to a broad crested.
Also, I did a sensitivity analysis on the structure. Minor variances with different properties.
Thanks everyone.
I have a pond with an outlet structure as shown in this link..
I've been able to model it as shown here...
but my model assumes the weir has vertical sides, when in fact it is sloped. I've also tried to model it as a horizontal orifice. Is there a more accurate way that I'm not thinking...
