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Exact(2)
In the previous sections, general assumptions and the modelling were discussed.
In the first part, the conceptual design and desorption modelling were discussed.
Similar(58)
Limitations of dynamic modelling are discussed.
The implications for fixed-bed reactor modelling are discussed.
Two independent models were discussed accordingly.
Two soil structure interaction models were discussed and compared.
Advantages and disadvantages of the models were discussed.
Future applications and FEA modeling were discussed in the paper.
Possible limitations in framing of different models were discussed.
The limitations of the bench test model were discussed in the previous study [ 17].
Two models are discussed.
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