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Dynamically Setting the Pit Losses using Hare Equation. Needs Pit Inflow Capacity #110
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Given a Depth of Flow from either a 1D link or an external 2D model, either a Rating Curve, or possibly better,.... code including the weir/orifice and submerged weir would identify the flow into a pit (node) {or storage} from which pit losses coefficients can be determined using the connected links and link flows as per the method described in pyswmm/pyswmm#134 This will provide many benefits to SWMM including a far more efficient way to model inlet capacity at inlet pits and a robust method to get dynamically allocated Pit Loss coefficients assigned. |
It seems to me that there are to different things here: I'll open an issue for the first one. |
In resolving #124 related to the Pit Top object being created,
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I have raised this in PySWMM ... but probably is best placed here ?
pyswmm/pyswmm#134
This as mentioned also requires a cleaner method to determine the flow into a pit inlet?
As suggested a rating curve, or Weir/Orifice Combination equation would suffice ??
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