《Table 3 Water balance of the steady state calibrated model》

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《"Hydrological and economic feasibility of mitigating a stressed coastal aquifer using managed aquifer recharge: a case study of Jamma aquifer, Oman"》

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A sensitivity analysis was carried out using UCODE 2005（Poeter et al.，2005）with the help of ModelMate（Banta，2011）.The lack of time series data for irrigation wells（private wells）is a challenge that hindered the transient state calibration process.The model is calibrated for the steady state using data from 2005 from the seven available piezometers（Fig.3）.The values of the calibrated parameters are presented in Table 2.The results of the calibrated groundwater model shows a correlation factor of 0.96（Fig.4a）.The simulated head distribution using the calibrated parameters is presented in Figure 4b.The mean error is–0.04 m，mean absolute error is 0.90 m，and root mean square error is 1.17 m，which shows that the model performs well.