Research Article

Migration and Transformation of Heavy Metals in the Soil of the Water-Level Fluctuation Zone in the Three Gorges Reservoir under Simulated Nitrogen Deposition

Table 4

Fitting parameters of each kinetic model for HMs in the WFLZ soil in the TGR area under N deposition.

HMsN loadElovich equation S = alnt + bDouble-constant equation lnS = alnt + bFirst-order equation Ln(S/Sm) = at + bParabolic diffusion equation S/Sm = at1/2 + b
ABR 2abR 2abR 2abR 2

CrN022.71−15.980.9120.73751.65700.9980.0495−0.28140.8050.7342−0.72900.996
N2024.03−19.400.8960.79991.46680.9980.0537−0.38620.8060.7824−0.92390.992
N4024.98−18.650.9150.78071.59890.9950.0517−0.26700.7830.8069−0.85410.997
N6027.22−18.290.9260.74331.83870.9930.0490−0.07450.7740.8746−0.80520.999

CuN021.41−15.980.8880.73421.58310.9970.0503−3.58670.8370.0283−0.03080.987
N2021.91−12.550.9370.69571.81610.9900.0457−3.36570.7650.0283−0.02080.997
N4022.03−13.220.9200.68251.84700.9970.0458−3.37380.8050.0288−0.02340.997
N6024.51−14.230.9190.68261.96330.9920.0455−3.25020.7880.0320−0.02490.995

CdN01.1235−0.79420.9200.7580−1.41490.9880.0504−6.08250.7810.0023−0.00220.989
N201.2880−1.13530.9090.9208−1.87070.9850.0599−6.28420.7450.0026−0.00330.993
N401.1909−0.72210.9540.7594−1.30680.9730.0485−5.93170.7100.0024−0.00170.988
N601.3679−1.03620.9320.8253−1.44790.9860.0536−5.99710.7450.0028−0.00280.995

NiN05.191−2.7300.9610.73250.28660.9650.0461−3.70910.6850.0196−0.01130.977
N205.257−2.3980.9500.67470.50610.9690.0432−3.58990.7130.0199−0.00950.975
N405.476−2.5330.9450.66770.56630.9760.0430−3.54480.7270.0209−0.01070.983
N605.289−2.0550.9660.66730.56610.9610.0419−3.52210.6780.0199−0.00640.971

PbN05.730−8.3480.6981.4801−2.67810.9150.1096−5.48610.8980.0367−0.08590.873
N2011.39−16.090.7171.3214−1.41570.9240.0986−4.43580.9210.0730−0.16540.893
N4018.21−22.300.8171.1846−0.30500.9550.0828−3.38010.8370.1128−0.21500.952
N6023.20−34.110.7292.1463−3.34040.9750.1416−4.96760.7600.1482−0.34830.904

Note. Correlation coefficients (R2) higher than 0.9 are in bold.