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  • Users: lcw818
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  1. lcw818

    Designing for Suction Flow

    1. When calculating NPSHa: Do you use theoretical suction lift 33.9 feet or practical suction lift around 25 feet sea level? 2. I have an 8-inch suction line that is horizontal at the pump location and below the inlet to the pump. the pump is a 3in x 3in so I have a concentric reducer from the...
  2. lcw818

    BioEngineering - Strength Parameters

    Where is a good reference for attaining soil strength parameters for a bio engineered stream bank for use in a stability analysis?
  3. lcw818

    Micaceous soils

    Is there any information on micaceous soils? (e.g. bearing capacity, phi angle, allowable side friction, or lateral soil modulas) Can you use "blow count engineering": my driller did not produce any samples suitable for testing? The stuff feels so greasy I wonder whether there is any side...

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