![]() ![]() Now the curious part is that I can use two very similar upstream boundaries and have one fail and the other work fine. It runs perfectly fine for all boundary conditions (I’m using known WS for downstream), with “Flow Optimization” unchecked for all structures, but the goal is to allow for overflow at the LS and when I include flow optimization, for some solutions I receive the message, “FLOW OPTIMIZATION FAILED TO CONVERGE.” I’m running a 1D steady flow model over a stretch of river that contains bridges and lateral structures. I have curious problem pertaining to optimizing flow. Tests I’ve run explained in detail below. Model contains bridges, Lateral Structures (flow is optimized), 1D steady flow. TLDR: I have boundary conditions 1cfs apart and one flow fails to optimize while the other converges.
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