146 GPH at 12.5mm (halfway up the notches) and that is without any buildup on the notches. Over time, you will end up with a decrease in flow due to gunk building up on the sides of the notches, so water will rise up more to achieve the same flow rate
The formula is a simple weir calculation
Q = (Cd) * (2/3) * (B) * sqrt(2g) * (H^(3/2)) <---- last term is H to the power of 3/2 or 1.5
Cd = coefficient of discharge
B = Width of notch
g = gravity
H = Height of weir (or water height above the top of the weir, or in this instance, the lowest point of the notches, etc)
Cd is 1.0 for a coast-to-coast and 0.55 for a 1/4" notch, everything else pulls out and the formula becomes
Q = 288 * Cd * B * (H^(3/2))
^this is all in inches
So you just plug in your total width of all notches (0.236 * 11 = B) and your water height above them (H) and Cd= 0.55 and plug & chug
Love this thread Floyd R Turbo so much great information for the hobby...well done sir!
I just got tired of using router slots and used a mold injected part for all my over flows 1/8" slots with 1/8" bars in 2"x 12" sections in black and clear. Worked great and I provided a adjustable plate to those who wanted to raise their water level in the tank. Injected in ABS and bonded to acrylic like a dream.