We have a 24 inch telescoiping valve with a maximum head differential of 3'-3". I would like to find a calculation or chart that We can use to estimate the flow rate at various differentials.
If you cannot get a flowchart from the manufacturer, you can estimate flow as a weir for low heads and an orifice for higher heads.
E&S pond designers use a riser pipe for spillways. There is a good explanation in Section 13.6.10 (pg 41 in the link). It may give a procedure you can use.