Hi Forumer,
Would like to seek experience on doing simulation/calculation approach for an 8 storey 66/22kv substation. I have a current job and the consultant has designed reinforcement square grid mesh on cable floor (5th floor) and 66kv switchgear floor (6th floor). The square grid mesh is comprising of size 200mm x 200mm, diameter is 13mm. The specification states 650sqmm/m.
Basically, the whole floor for both are laid with the mesh with few number of earth bar - min. 600sqmm, connected to 2 points of the mesh via 300sqmm copper bar. From each earth bar, it is connected to lower floor down to ground floor to various earth pits. For other design, they are further connected to a ground grid comprising of 600sqmm conductor in square grid across the whole footprint of the station.
Back to this station design, the consultant is seeking the contractor to engage specialist to conduct studie evaluate the step and touch potential of the substation.
My thought is there should bot a need for studies for any grid system in floor other than the ground since any fault current should channel through the earthbar (bond to equipment) down to ground grid via earth conducted. And there should be no bonding of earthbar to cable floor and switchgear floor concrete slab reinforcement grid. By bonding them, we are effectively introducing potential on the concrete slab which in turn create step potential. Even if it is bonded, the full 50KA 3sec fault current is unlikely to be running down the rebar mesh down to ground via the connected reinforcememt since there is a better path for fault current via earthbars and conductors. This is assuming that path has lower resistance compare to reinforcement path.
So the question npw is if we were to use commercial available software to do simulation, what type of model should we adopt since most concept is based on 1 storey substation design, that is only one grid.
Anyone here has idea or experienced?
Thank you
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