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Experiments using the CFZ mice model were performed as published before21,22,28.
Numerical simulations for the water model were performed.
Data analyses and curve fitting to a single-site binding model were performed by Origin7 SR4 software (OriginLab).
Simulations with the particle model were performed for each case.
A calibration and subsequent verification of the DEM calibrated model were performed.
Calibration and validation of the model were performed using data from control streams.
The experiments on the conventional rubble-mound type breakwater model were performed under rigid-bottom conditions.
Numerical computations for proposed bi-level model were performed using various test road networks.
Then dynamic simulation runs, using a validated numerical model, were performed.
Numerical simulations with a mesoscale model were performed, in order to understand this discrepancy.
In this paper, wind tunnel tests using a 1/5 scale Shinkansen train model were performed.
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model were accomplished
model were implemented
model were transformed
mock up were performed
models were performed
model were plastered
model were used
model were popularized
model were described
model were developed
model were closed
model were demonstrated
model were fuzzified
model were posted
model were exported
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