CMW328i
New Member
Hi all,
Still waiting for finances to come together so I can get my dream reef system, but in the meantime... I'm completing an engineering degree and I need to do an engineering project on the topic of fluid mechanics.
I've decided to do my project on flow through a sump, in particular, the sump for the Red Sea Reefer 625 (since this is the tank I'd like to own eventually). Not that I think there is a problem with sumps in general, but as an academic exercise, I intend to change the design to maximise flow and minimise turbulence in the refugium section but maximise turbulence downstream of it to prevent any copepods or detritus settling.
I'm not entirely sure what I will need to help me with this, but if we have any engineers who want to give some input, it would be most appreciated.
Also, if anyone has a more detailed dimensioned drawing of the sump, it would certainly help me create a CAD model to put into some CFD software.
My primary problem at the moment is thinking about how to analyse the flow and streamlines mathematically to determine any problem spots or come up with ways to address them without doing everything in CFD software. My current ideas are to use open channel flow and energy equations looking specifically at the refugium flow at the moment. I'm fairly certain that flow from the input chamber to a flat wall at the end of the refugium is likely to cause turbulence. I'm thinking that's where I should start.
Anyone care to input into this project?
Still waiting for finances to come together so I can get my dream reef system, but in the meantime... I'm completing an engineering degree and I need to do an engineering project on the topic of fluid mechanics.
I've decided to do my project on flow through a sump, in particular, the sump for the Red Sea Reefer 625 (since this is the tank I'd like to own eventually). Not that I think there is a problem with sumps in general, but as an academic exercise, I intend to change the design to maximise flow and minimise turbulence in the refugium section but maximise turbulence downstream of it to prevent any copepods or detritus settling.
I'm not entirely sure what I will need to help me with this, but if we have any engineers who want to give some input, it would be most appreciated.
Also, if anyone has a more detailed dimensioned drawing of the sump, it would certainly help me create a CAD model to put into some CFD software.
My primary problem at the moment is thinking about how to analyse the flow and streamlines mathematically to determine any problem spots or come up with ways to address them without doing everything in CFD software. My current ideas are to use open channel flow and energy equations looking specifically at the refugium flow at the moment. I'm fairly certain that flow from the input chamber to a flat wall at the end of the refugium is likely to cause turbulence. I'm thinking that's where I should start.
Anyone care to input into this project?
