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How to Calculate Worst Case Discharge for a Pipeline

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I'm doing research on how I can calculate worst case discharge for a pipeline. I'm guessing I would use Spatial Analyst/Flow Direction and Flow Length. The data that I should be using is a DEM converted to Points or contours a buffer around the pipeline and a polyline of the pipeline. Please let me know if I'm on the right track or if I do need another extension. Please be specific. Thanks.

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