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The erosion risk model requires four main inputs, namely, information on slope, lithofacies, land use and vegetation cover.
The numerical model requires four, and in some cases only three, adjustable parameters and produces meaningful kinetic parameter values.
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The model requires two anelastic parameters and twice the spatial derivatives of the lossless case.
The model requires eight empirical parameters that are obtained from comparisons with field data for various Keulegan Carpenter numbers and current to wave ratios.
The model requires two types of studies, namely: seismic hazard analysis and estimation of potential damage to structures based on damage probability matrices (DPM).
This model requires two major assumptions to be made the level of congestion in the plant that provides obstacles for flame front acceleration, and the explosion efficiency.
We find that the best-fit model requires two separate cyclotron resonant scattering features (CRSFs, cyclotron lines), i.e., broad absorption throughs in the hard X-rays, at ~35keV and ~50keV.
The study of the fracture behaviour of concrete structures using the fictitious crack model requires two fracture properties of the concrete mix, namely, the size-independent specific fracture energy GF, and the corresponding tension softening relation σ(w) between the residual stress carrying capacity σ and the crack opening w in the fracture process zone ahead of a real crack.
An intermediate model requires two transformations to be developed and maintained.
The Penman model requires five climatic parameters: temperature, relative humidity, wind, saturation vapor pressure, and net radiation.
Each combined ETAS model requires two change points: the beginning and the end times of the swarm period, Tcp1 and Tcp2, respectively.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com