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The validity condition for quasi-steady (mixture fraction based) modeling is derived and discussed.
An integral form of the shallow-water equations suitable for urban flood modeling is derived by applying Reynolds transport theorem to a finite control volume encompassing buildings on a flood plain.
The DEM used for inundation modeling is derived from LIDAR data and has a grid resolution of 2 m with a root mean square error of the elevation below 0.05 m.
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model is derived.
This model is derived as follows.
The IM model is derived as follows.
The model is derived from first principles.
The plant model is derived first.
The model is derived in two steps.
The model is derived in three steps.
A quasi-steady model is derived.
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