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My question relates to the DSI routing method vs. the storage indication method. The conditions of my current model (by routing with the storage indication method) yields tail water conditions at the downstream pond. Using the DSI method the condition is no longer present. For this case, can...

I have been reading that reaches should be used for long pipe systems that are large enough to provide storage. The design would then be to model the reachas a pond with a culvert outlet. How does one model that? Also, when it is said that reaches should be used for large/long pipe systems...