The equations proposed for smooth ducts presented by Knight and Patel (1985) and Rhodes and Knight (1994) had the highest error values (RMSE of 0.2694 and 0.2554, respectively) and indicated the equations' poor accuracy in predicting wall shear stress.
"Slope" indicates the lines equation, and "p" the likelihood that the slope of the line is actually zero.
In all other cases, estimated Hill coefficients were below 1.25 and, consequently, Vmax and Km values were calculated by fitting experimental data to the Michaelis Menten equation.> -wrap-foot> V max and K m values were estimated from non-linear fitting of data to the Michaelis Menten equation or, where indicated, the Hill equation.
ε ijt indicates the residual of equation (12).
The study indicates that the equation presented in ACI 318-14 Code requirements for predicting the shear strength of concrete is less conservative for RCA concrete beams.
The above equation indicates the relationship between θ and ϕ, and the beam edge can be obtained from the equation.
The binding constant values were calculated using Kamat Fox equation indicates the binding behavior of the sensitizers with the nanoparticles.
In this equation, # indicates the number of larvae on the respective half of the dish.
