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General Liquid/Water Cooling Discussion For discussion about Full Cooling System kits, or general cooling topics. Keep specific cooling items like pumps, radiators, etc... in their specific forums.

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Unread 10-31-2005, 12:44 AM   #1
tritonx
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Default storm flow help for a WC noob

I'm doing my first WC and so I started my WC loop small and added components one at a time.. added the reservoir and aquaxtreme 50Z pump, flow looks .. insane. System uses 3/8" ID tubing.

Added the storm CPU block to the loop, and now the flow is slightly more than a dribble of water to the reservoir.. is this normal? Or, have I done something wrong?

Thanks!
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Unread 10-31-2005, 12:56 AM   #2
Long Haired Git
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It MIGHT be normal.
You can measure the flow rate by timing how long it takes to fill a container of known volume.
The table here:
http://www.systemcooling.com/forums/...t=3685&p=31373

would suggest (bit of rough math in my head) between 2 and 3 LPM.

Keep in mind the storm design uses the water very effectively, and thus its better to have 3 LPM being effective than 6+ LPM in the old "channel in a block of copper" blocks.

I'd model it in my approximator but you use 3/8" tubing and I still don't model that right. Sigh.
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Unread 10-31-2005, 08:22 AM   #3
BillA
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a dribble ??
middle plate reversed wrt top
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Unread 10-31-2005, 10:57 AM   #4
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3/8 tubing not modeled right huh????

Darcy friction factor????
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Unread 10-31-2005, 04:26 PM   #5
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Quote:
Originally Posted by unregistered
a dribble ??
middle plate reversed wrt top
Yeh, or running it backwards? But then 3 LPM or so can look like a dribble to some people when they've seen their pump run unrestricted.

We'll have to let tritonx quantify a "dribble"...

Quote:
Originally Posted by bobo5195
3/8 tubing not modeled right huh???? Darcy friction factor????
I don't use fancy smancy models in my rig: all I do is take published PQ graphs and turn them into a quadratic equation. I have the equations for 3/8" tubing, but the issue is that most tests of a block/rad/pump only do so with one barb size on. So, my model happily handles the head of a storm block, and the head of 3/8" tubing, but fails to take into consideration the impact of replacing 1/2" barbs with 3/8" barbs on the storm.
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Unread 10-31-2005, 08:55 PM   #6
tritonx
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Default Oops maybe reversed

I may have the block reversed. let me take a quick look; i had to take apart the storm block because i over-tightened my first nylon connector and it tore (glad i bought extras..). I will also perform the fill-rate test to see what the flow is like un-impeded.

The "dribble" is .. just enough water flow so that it is not dripping; the flow is about 1/3 cm" in width and falling straight down (little/no velocity).

Thanks for the suggestions all!
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Unread 11-01-2005, 02:05 AM   #7
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Doesn't sound enough, but I want the numbers anyway.
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Unread 11-01-2005, 08:57 AM   #8
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Perhaps you could explain a method that he can use to get the numbers?
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Unread 11-01-2005, 05:16 PM   #9
tritonx
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Default found the problem

Quote:
Originally Posted by AngryAlpaca
Perhaps you could explain a method that he can use to get the numbers?
I had the copper plate rotated 180 degrees so that the outbound head was not aligned to the copper indentation on the water block.

Now you've all got me interested, i will run some simple flow tests (not sure if it's of interest).. 1st will be lpm calc (Based on how fast it fills up 1L) with just reservoir to pump (6 inches distance) and second will be reservoir to pump to block (6 inches again)..
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Unread 11-01-2005, 07:11 PM   #10
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Quote:
Originally Posted by tritonx
I had the copper plate rotated 180 degrees so that the outbound head was not aligned to the copper indentation on the water block.

Now you've all got me interested, i will run some simple flow tests (not sure if it's of interest).. 1st will be lpm calc (Based on how fast it fills up 1L) with just reservoir to pump (6 inches distance) and second will be reservoir to pump to block (6 inches again)..
Height is important in your testing, Water going in at the same height (above the floor for instance) as the water coming out. That will eliminate pump head considerations in comparing your tests to each other. If the pump has to "lift" the water farther in one test vs another that will skew the results. A small point, but something to consider
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Unread 11-02-2005, 04:02 AM   #11
tritonx
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Good advice.. for the test, i used one of my kitchen double-sinks as the reservoir and a blender as my measuring container that i had my cohort keep at about the same level in the non-filled section sink.

Anyways, it took 7.5 seconds on average to fill 1 liter, and 13 seconds to fill 1 liter after going through the storm block. i had to use 12 inches instead of 6 inches for the input/out lines in order for everything to reach.

Quote:
Originally Posted by billbartuska
Height is important in your testing, Water going in at the same height (above the floor for instance) as the water coming out. That will eliminate pump head considerations in comparing your tests to each other. If the pump has to "lift" the water farther in one test vs another that will skew the results. A small point, but something to consider
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Unread 11-02-2005, 04:28 AM   #12
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13 secs per litre is over 4.5 LPM, and hence good enough.
Sounds like problem solved.
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Unread 11-02-2005, 01:21 PM   #13
tritonx
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Quote:
Originally Posted by Long Haired Git
13 secs per litre is over 4.5 LPM, and hence good enough.
Sounds like problem solved.
thx all for your help! now i'm WC 1st grade graduate.

-tritonx
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