Hello Vivek, It sounds like the behavior you described is related to the calculation option "Used Pumped Flows". When set to False (default is True), the upstream loading data into the pressure system is used, and give more of a true picture as one moves far downstream from the pressure system and the effects of pump cycling become diminished. In this use case, the user will not want to use the pumped flow. Instead, they would pass loading to the downstream system based on upstream loads and appropriate extreme flow factors similar to the way flows are handled in the gravity system. See: In SewerCAD V8i, what is the "Use Pumped Flows" calculation option? SewerGEMS Help Article - Calculation Option Attributes I hope this answers your question.
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