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- W2358874927 abstract "The back-propagation network models for predicting permeability and inertial coefficient was established based on the coefficient of uniformity,coefficient of curvature and porosity through the systematic seepage experiments of the sandy pebble mixture from the natural accumulation sandy pebble in the river trough on the middle reach of the Yellow River.The results indicated that the linear relationship between the hydraulic gradient and the velocity was no longer valid for the sandy pebble.However,the Forchheimer equation could well describe the non-Darcian flow.The established back-propagation network models had high accuracy when predicting permeability and inertial coefficient." @default.
- W2358874927 created "2016-06-24" @default.
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- W2358874927 date "2016-01-01" @default.
- W2358874927 modified "2023-09-23" @default.
- W2358874927 title "Predicting Parameters of Non-Darcy Seepage Flow about Sandy Pebble on Yellow River Beach" @default.
- W2358874927 hasPublicationYear "2016" @default.
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