SWA as cpc to submain-Suitability, & PC's on RCD's.

[Jm1980]

Been looking at a CU change in a small office and would appreciate comments on the following.

Office is supplied from the mains intake in the warehouse via a 2 core 16mm SWA buried under concrete with the SWA used as cpc (60A BS88 is the protection). Mains intake in the warehouse is a 3 phase 300A TNCS supply.

Within the office is 16mm bonding to the incoming water and gas services which runs back to the CU i am looking at changing. My question is about the suitability of the armouring as the CPC for the office supply, especially as it branches out into bonding after. Any thoughts from anyone on the setup?

The 16mm SWA is probably a bit small in all honesty if your looking at belt and braces approach but it has existed like this for years with no issues and loading is fairly light. Replacing the cable would be a bit of a nightmare.

The old board is plug in wylex mcb's and a few 3036's protecting a couple of lighting circuits and computer equipment. Obviously i am required to RCD the socket outlets now. I have 3 ring circuits, each with 4 PC's running from it. In terms of build up of leakage current, what's your guys experience of how many PC's should be the max we put on a circuit to avoid nuisance trips?
I will modify the circuits to high integrity cpc connections.

Also looking at AFFD's for the sockets, new amendment has them as a recommendation for socket outlets but not a must for this type of building. What's everyone doing regarding them as they have left a bit of a grey area with that one!

Cheers

 

[westward10]

The armour is inadequate for PME bonding purposes. Are the gas and water shared services with a main protective bond elsewhere. It is doubtful the main protective bonds you have are of an adequate csa but they could be deemed as supplementary if other bonds are in place.

 

[Jm1980]

The premises has two water supply pipes, one to the warehouse, one to the office. There is no connection between them. Looking back at my photo's it seems the water supply pipe to the office is in plastic tube not metal, the copper pipework is just after the stopcock. Both separately bonded in each location.

Gas service pipe is common between the warehouse and office and runs between them (again, bonded in both)

 

[timhoward]

Office is supplied from the mains intake in the warehouse via a 2 core 16mm SWA buried under concrete with the SWA used as cpc...

My question is about the suitability of the armouring as the CPC for the office supply, especially as it branches out into bonding after. Any thoughts from anyone on the setup?

My cheat sheet says that is 13.5 sq mm copper equivalent. As a CPC it may be ok by calculation, which obviously doesn't solve everything if bonding is a no-go.

It sounds as though the water doesn't need bonding.
I have a feeling that something changed in amendment 2 regarding bonding in this situation but I don't remember what without the book to hand.

 

[westward10]

My cheat sheet says that is 13.5 sq mm copper equivalent. As a CPC it may be ok by calculation, which obviously doesn't solve everything if bonding is a no-go.

It sounds as though the water doesn't need bonding.
I have a feeling that something changed in amendment 2 regarding bonding in this situation but I don't remember what without the book to hand.

I doubt it is anywhere 13.5.

 

[timhoward]

I doubt it is anywhere 13.5.

I think I wrongly assumed it was a brand new cable.

2 core 16 sq mm SWA
I have :
PVC - steel armour is 46 sq mm (BS 6346)
XLPE (unlikely) - steel armour is 42 sq mm (BS 5467 and BS6724)
Doing the calc gives me 20.3 sq mm or 13.5 sq mm respectively.

EDIT - by the way, the AM2 change I was remembering is only for TNS / TT so not relevant.

 

[Jm1980]

Its a BS6346 cable as opose to an XLPE, probably been in service a while. Anyone know if this actually complies with 543.1.1 without me having to remember how to do the calc? I did have a cheat sheet myself but lost it! Zdb at board to be replaced is 0.08 ohms

 

[timhoward]

Its a BS6346 cable as opose to an XLPE, probably been in service a while. Anyone know if this actually complies with 543.1.1 without me having to remember how to do the calc? I did have a cheat sheet myself but lost it! Zdb at board to be replaced is 0.08 ohms

63 amp BS88 fuse and 2875A fault current?
A quick glance suggests we're down the bottom of the graph well before that fault current, so bunging 0.1 disconnection time in gives 18 sq mm steel needed. But I'm not taking responsibility for it!

CPC Sizing Tool

 

[westward10]

I think I wrongly assumed it was a brand new cable.

2 core 16 sq mm SWA
I have :
PVC - steel armour is 46 sq mm (BS 6346)
XLPE (unlikely) - steel armour is 42 sq mm (BS 5467 and BS6724)
Doing the calc gives me 20.3 sq mm or 13.5 sq mm respectively.

EDIT - by the way, the AM2 change I was remembering is only for TNS / TT so not relevant.

You need to divide it by 8 or 8.5 can't remember which.

 

[pc1966]

There are two variations on how you treat steel armour. The adiabatic is kinder as the increase in metal needed to lower resistance also increased the heat storage capability so the conversion is about a factor of 3. Basically although your resistance is still much more than copper equivalent, the extra I2R heating is absorbed by the greater volume of steel to get to the same end temperature in the adiabatic case.

However, for the TN-C-S bonding the problem is the large and continuous current that can flow under open-PEN fault conditions. So the factor is about 8 (resistance of steel/copper ratio) to have the same I2R losses (i.e. heating) as the fault event is far longer than fault-clearing and you no longer assume a finite energy leading to an end temperature when the fuse/MCB/whatever cuts out.

"Steel" is not a single material though, so the resistance varies a little, but I usually simplified to using 8 as the ratio. For A2 stainless it is about 40 times.