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The application of most empirical correlations for hydraulic gradient of settling slurry are generally limited to the experimental region in which four different flow patterns can be observed: stationary bed flow, saltation flow, heterogeneous flow, and pseudo-homogeneous flow. Therefore, the reliable design model independent on not only the flow regimes but also pipe diameter is imperative for pipeline engineers. By using the condition factor introduced by Sato et al., which represents thedoi:10.5188/ijsmer.18.44 fatcat:envbkjdrfja5lhw7nf6e2tjyaa