CreativeGuy
Creature Morpheus ...
Flow Recap
Flow Recap
Flow in external overflow box:
Based on the follow filtration component requirements:
Gallons per Hour Low Projected Target High
Skimmer 4,000 5,000 6,000
Bio Filter 1,000 1,500 1,800
Refugium 500 700 800
ATS 1,500 1,800 2,000
Sub-Total 7,000 9,000 10,600
Weir Sizing:
So the design of the wier section into the exterior box being very limited to a 26” width, and the maximum flow rate of 10,600 gph, the required height would have to be 26” x 1.75” based on open wier calculations. Allowing for screen losses, the depth should be 2” (2” x 26” = 12,800 gph). There shall be four effluent pipes.
Interior Divider/overflow:
The interior overflow box shall have a 46” width with an adjustable slotted skimming plates at a depth 1/2” under the exterior overflow. However, within this interior partioned section are the closed loop pipes, (the two suction (effluent) lines and returns to the tanks - two 2” clockwise/cc bottom loops, 4@1” Oceans, and the detritus loop and also the top of tank returns). These flows shall be in the flow ranges of 8,000 to 10,000 gph. These may seem low, but due to the system being designed with the use of eductors for increasing flow and use of VFD pumps (variable flow under pressure), the net flow is is 3-1/2 to 5 times greater in circulated flow.
Closed Loops:
I have been engineering the bottom closed loops with 11 eductors. The after researching eductors, my choice were ones with a 30 degree dispursion and 5 times increased effective circulation (they have a little penguin on them). I have been on the phone several times with the manufacturer and in detailed discussions with the original design engineer of the eductors about the specifics of this application and flow dynamics.
Picture of Eductors
I am setting up and doing some trials to see how long it tanks to reverse the flow from clockwise to counter clockwise in my 330g tank in my garage on a temporary system because the large display tank is probably 4-5 months away from being installed.
Getting back to the interior box, the bottom is not closed off as most of the pipes discribed above go over top the tank and under/across the bottom. The two suction lines (3” diameter) draw from halfway down the vertical height. Surround the pipes at the bottom shall be partially blocked using man-made rock to minimize fish and critters migrating behind.
Maybe when I find some time to learn how to draw better in 3D, I can illustrate it better.
So for now, have to go and move the live sand into the garage (out of the sunlight) to stop the growth of algae already.
Have a good day All :bounce1:
Flow Recap
Flow in external overflow box:
Based on the follow filtration component requirements:
Gallons per Hour Low Projected Target High
Skimmer 4,000 5,000 6,000
Bio Filter 1,000 1,500 1,800
Refugium 500 700 800
ATS 1,500 1,800 2,000
Sub-Total 7,000 9,000 10,600
Weir Sizing:
So the design of the wier section into the exterior box being very limited to a 26” width, and the maximum flow rate of 10,600 gph, the required height would have to be 26” x 1.75” based on open wier calculations. Allowing for screen losses, the depth should be 2” (2” x 26” = 12,800 gph). There shall be four effluent pipes.
Interior Divider/overflow:
The interior overflow box shall have a 46” width with an adjustable slotted skimming plates at a depth 1/2” under the exterior overflow. However, within this interior partioned section are the closed loop pipes, (the two suction (effluent) lines and returns to the tanks - two 2” clockwise/cc bottom loops, 4@1” Oceans, and the detritus loop and also the top of tank returns). These flows shall be in the flow ranges of 8,000 to 10,000 gph. These may seem low, but due to the system being designed with the use of eductors for increasing flow and use of VFD pumps (variable flow under pressure), the net flow is is 3-1/2 to 5 times greater in circulated flow.
Closed Loops:
I have been engineering the bottom closed loops with 11 eductors. The after researching eductors, my choice were ones with a 30 degree dispursion and 5 times increased effective circulation (they have a little penguin on them). I have been on the phone several times with the manufacturer and in detailed discussions with the original design engineer of the eductors about the specifics of this application and flow dynamics.
Picture of Eductors
I am setting up and doing some trials to see how long it tanks to reverse the flow from clockwise to counter clockwise in my 330g tank in my garage on a temporary system because the large display tank is probably 4-5 months away from being installed.
Getting back to the interior box, the bottom is not closed off as most of the pipes discribed above go over top the tank and under/across the bottom. The two suction lines (3” diameter) draw from halfway down the vertical height. Surround the pipes at the bottom shall be partially blocked using man-made rock to minimize fish and critters migrating behind.
Maybe when I find some time to learn how to draw better in 3D, I can illustrate it better.
So for now, have to go and move the live sand into the garage (out of the sunlight) to stop the growth of algae already.
Have a good day All :bounce1:
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