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swazimatt's latest activity

  • swazimatt
    swazimatt replied to the thread Lift Station Troubleshooting.
    interesting that the US has significantly higher WW demands than i have seen elsewhere in the world
  • swazimatt
    swazimatt reacted to hydrae's post in the thread Combining Epanet Networks with Like Like.
    export file1 export file2 use a text editor to combine the 2 files into 1 file each section will have to be (meshed) inserted and...
  • swazimatt
    I have two epanet networks for adjacent sites and would like to combine them into a single network but am really battling to import one...
  • swazimatt
    swazimatt replied to the thread Lift Station Troubleshooting.
    we normally design our wetwells for run cycles of 1-15 cycles/hour so i would say 5-10 mins is fine for a small submersible pump and...
  • swazimatt
    swazimatt replied to the thread salary rant.
    somewhat related. How many of you get bonuses on top of your salary? I have always felt that with our feast-famine cycle of the...
  • swazimatt
    swazimatt replied to the thread salary rant.
    This is exactly why companies try to encourage you to keep remuneration confidential. I have tried to encourage open discussion around...
  • swazimatt
    swazimatt replied to the thread ADVICE, is It possible?.
    this is not a load bearing wall (being only 1m high - not sure how that would create additional shops though) I would expect it is...
  • swazimatt
    That is a question to the supplier of the flow meter. normally they just specify xDiameters of straight pipe upstream and downstream, a...
  • swazimatt
    there is no reason why the cable can't go deeper, and then sleeve the cables (add a few spare sleeves as well for good measure) so that...
  • swazimatt
    swazimatt replied to the thread Trenching Groundwater.
    based on depth i assume this is a gravity pipe (ww/sw) so cannot be made shallower - in addition to @HTURKAK comments if the insitu soil...
  • swazimatt
    swazimatt replied to the thread stormwater pump station.
    aside from the technical stormwater aspects of sizing your storage and pumps you need to assess the risk associated with failure of your...
  • swazimatt
    swazimatt replied to the thread stormwater pump station.
    There is no one answer here, it is very much dependent on your council's requirements you need to develop a hydrograph of your design...
  • swazimatt
    I would imagine an 18-inch sewer pipe will always have some flow as it likely has a reasonably big catchment
  • swazimatt
    The norm is to connect with a London Junction as I suppose it will direct the discharge in the direction of flow as per the detail...
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  • swazimatt
    swazimatt replied to the thread Air valve on falling main.
    Thanks LittleInch, The council requires all rising mains to be calculated on conservative friction coefficient of 1.5 so i expect the...

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