Generic confusing question: For a given capacity of SC what is the best height to width/depth ratio?
Attempt to explain in more detail: It seems to me a taller/skinnier SC is better than a not-so-deep one with lots of surface area. The basis of my belief is that with the not-so-deep one settlement would not make it to the clean-out drain as it would settle and sit at the bottom looong before it got anywhere near the drain. I realize I could slope the bottom but the concern of lack of momentum still bugs me and I fear that when draining the rush of water would be strongest directly above the drain opening and would not pull so much from the distance around it - much like a BD having a, what, 2' radius of pull? (applying pond BD logic to the SC). Initially I was going to build a SC from a 150 gal stock tank as I have seen done in the forums. Recently I am considering custom building my SC in another location and, given ground elevations, would prefer to have it not as deep and much wider from end to end. In my situation, and these are very rough size estimates with no real correspondence to my minimum size requirement, I am looking at 2', 2' deep, and about 6' wide with entry at one end and exit at the other.
What do you guys/gals think and has anyone attempted this and, if so, would you mind sharing your experiences and thoughts?
Thanks,
Randy
Attempt to explain in more detail: It seems to me a taller/skinnier SC is better than a not-so-deep one with lots of surface area. The basis of my belief is that with the not-so-deep one settlement would not make it to the clean-out drain as it would settle and sit at the bottom looong before it got anywhere near the drain. I realize I could slope the bottom but the concern of lack of momentum still bugs me and I fear that when draining the rush of water would be strongest directly above the drain opening and would not pull so much from the distance around it - much like a BD having a, what, 2' radius of pull? (applying pond BD logic to the SC). Initially I was going to build a SC from a 150 gal stock tank as I have seen done in the forums. Recently I am considering custom building my SC in another location and, given ground elevations, would prefer to have it not as deep and much wider from end to end. In my situation, and these are very rough size estimates with no real correspondence to my minimum size requirement, I am looking at 2', 2' deep, and about 6' wide with entry at one end and exit at the other.
What do you guys/gals think and has anyone attempted this and, if so, would you mind sharing your experiences and thoughts?
Thanks,
Randy