JNS janus electric holdings limited

steam drillers, page-19

  1. 407 Posts.
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    Onepot
    You wrote "I want to understand how the field size / boundary is established. I want to understand how the water molecules at this boundary behave / move."

    My understanding is as follows:
    # Any voids in granite are full of superheated water naturally (Remember it used to be called hot dry rocks. Well its wet)
    # Applied pressure of 9000 psi has fractured an area some 2km (X direction arbitrary) by 3 km (Y direction) by 100metres deep (Z direction.)
    # In terms of boundaries there is the original boundary which to my understanding the granite has a very limited (neglible) porosity though by virtue of the fact that it saturated I assume it has some porosity.)
    # The 2nd boundary to consider is the boundary established by the fracturing. Relative to the naturally occuring fractures these are large.
    # I understand that there is expected to be nil or neglible loss of water once the system is primed and operational
    # The tracers which are to be added to the water during the closed circulation testing I expect will answer a lot of questions as to the primary water movements, effective surface area of the system and if any water is lost from the system.
 
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