“…Hence, mathematical models were used to predict the adsorption behavior and patterns within the dynamic soil column. Many mathematical models can be used to analyze adsorption column test results, such as the Bohart–Adams, Bed Depth Service Time, Clark, Wolborska, Thomas, and Yoon–Nelson models, among which the Thomas model has been extensively applied [ 53 , 54 , 55 , 56 , 57 , 58 ]. The Thomas model is usually adopted to describe the dynamic characteristics of the adsorption column and calculate the saturated adsorption capacity and adsorption rate constant, which are, therefore, applicable to any adsorption system [ 59 ].…”