mitzel
Active Member
Ok I'm moving the discusion over here to the aggressive forums where most of us post any way.I had really hi jacked the building a200gallon thread over in the DIY . I don't want to take anything away from that awsome tutorial, so We will let that one get back on track. and let the madness begin in here. Please lets try to keep the stocking list suggestions minimal as I would really like this thread to help the people that are thinking of building a larger aggressive tank to achive this.
The plan is for a 450 gallon shark/ray tank.Here are some of the numbers that I have crunched over at -- .
Ok I set down and plugged in some numbers and this is what I got from --
Using the following input parameters
Tank Length = 94.5 inches
Tank Width = 48 inches
Tank Height = 23.125 inches
Tank volume is calculated as
Tank Volume = 454.1 Gallons
The sumps and over flows were figured on the idea that there would be two sumps one refuge and three over flows. This might change as soon as I get into the auto top off system. If I can rig it so one auto top off system will service all three thats what the plan is. other wise I'll go to one sump one refuge and a topoff for each.
Using the following input parameters
Tank Length = 94.5 inches
Tank Width = 48 inches
Tank Height = 23.125 inches
Tank volume is calculated as
Tank Volume = 454.1 Gallons
Using the following input parameters
Tank Length = 94.5 inches
Tank Width = 48 inches
Height of Water above Overflow = 2 inches
Flow through sump = 2400 gph x 2 = 4800 gph about 10.75 times tank turn over thru sumps
Sump volume is calculated as
Sump Volume need to handle tank overflow = 39.3 Gallons x3
Recommended Minimum Volume for sump = 63.3 Gallons x3
Using the following input parameters
Gallons per Hour = 2400 per sump
Drain and Overflow sizes are calculated as
Recommended minimum drain pipe diameter = 2.02 inches
Recommended minimum linear overflow size = 36 inches
As soon as I get a better idea of the plumbing and can work the numbers I'll update
Tim you had asked about the deminsions I'm glade you brought this up as I was using inside for the Lxw and with out even thining of it I was using the out side for the depth . I'll go back and hash the numbers and edit this post.
Note to all: Any time a number is changed as far as calculation go . I will edit this post . this will keep the right information in the first post of the thread. this will save searching thru to find the right numbers/ formulas.
updated 1/3/06 1:47 pm
The plan is for a 450 gallon shark/ray tank.Here are some of the numbers that I have crunched over at -- .
Ok I set down and plugged in some numbers and this is what I got from --
Using the following input parameters
Tank Length = 94.5 inches
Tank Width = 48 inches
Tank Height = 23.125 inches
Tank volume is calculated as
Tank Volume = 454.1 Gallons
The sumps and over flows were figured on the idea that there would be two sumps one refuge and three over flows. This might change as soon as I get into the auto top off system. If I can rig it so one auto top off system will service all three thats what the plan is. other wise I'll go to one sump one refuge and a topoff for each.
Using the following input parameters
Tank Length = 94.5 inches
Tank Width = 48 inches
Tank Height = 23.125 inches
Tank volume is calculated as
Tank Volume = 454.1 Gallons
Using the following input parameters
Tank Length = 94.5 inches
Tank Width = 48 inches
Height of Water above Overflow = 2 inches
Flow through sump = 2400 gph x 2 = 4800 gph about 10.75 times tank turn over thru sumps
Sump volume is calculated as
Sump Volume need to handle tank overflow = 39.3 Gallons x3
Recommended Minimum Volume for sump = 63.3 Gallons x3
Using the following input parameters
Gallons per Hour = 2400 per sump
Drain and Overflow sizes are calculated as
Recommended minimum drain pipe diameter = 2.02 inches
Recommended minimum linear overflow size = 36 inches
As soon as I get a better idea of the plumbing and can work the numbers I'll update
Tim you had asked about the deminsions I'm glade you brought this up as I was using inside for the Lxw and with out even thining of it I was using the out side for the depth . I'll go back and hash the numbers and edit this post.
Note to all: Any time a number is changed as far as calculation go . I will edit this post . this will keep the right information in the first post of the thread. this will save searching thru to find the right numbers/ formulas.
updated 1/3/06 1:47 pm