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Therefore, for executing the classification, we used F 1,0) which indicates the lowest vertical coefficient and F 0,1) which represents the lowest horizontal coefficient.
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The results show that the vertical coefficients generally decreased by an average of 28.8% after applying environmental loading correction, which indicates that the CMC is reduced by the environmental loading correction.
The total vertical mixing coefficient for momentum, K ν, is a sum of coefficients resolvable vertical shear and internal waves K ν = K νs + K νi, while the total vertical mixing coefficient for tracers, K T, is a sum of coefficients for each of the three processes K T = K Ts + K Ti + K Td.
Based on the experimental results, mean wind pressure coefficients, base moment coefficients, local wind force coefficients, power spectral densities and vertical correlation coefficients of the three corner modified models are discussed and compared with those of the square model to provide comprehensive evaluations of the effects of the aerodynamic treatments on reductions of the wind loads.
The resulting vertical dispersion coefficient is approximately ≈ 4 × 10− 9 m2/s.
We observe no distinct increase in the vertical dispersion coefficient with increasing travel distance, indicating that heterogeneity has hardly any impact on vertical transverse mixing.
The difference is due to the fact that the phase of the vertical reflection coefficient experiences a sharp change from 0° to 180° at the Brewster angle.
The distribution of the vertical leakage coefficient is determined by inverting the hydraulic head at a set of wells localized in the semi-confined aquifer.
Open image in new window Fig. 10 Comparison of the vertical reflection coefficient (the green line) with migration result produced with our method (the blue line) for the Marmousi model.
In addition to the use of the pilot points method, a zoning parameterization with 45 zones is used to determine the vertical leakage coefficient from the semi-confined aquifer into the shallow unconfined aquifer.
The advantage of choosing this function for modelling the vertical force coefficient is that the asymmetry of the even terms is enforced in order to reproduce the sub-critical aeroelastic behaviour of the bridge deck.
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