Derive the equation for D given in Table $3\mathrm{.}3$ by incorporating the expression for shear stress provided in Table $3\mathrm{.}6$ into the equation for A$.$Tablo $3\mathrm{.}3.$ Silindirk Koordinatlarda $($r$,,,$ z$)$ Hareket Denklemi

r$.$be gore:

z$-$bilesen

$p(\frac{del{v}_2}{\text{d}\text{e}\text{l}\text{t}}+v_t\frac{del{v}_2}{\text{d}\text{e}\text{l}\text{r}}+\frac{v_0}{r}\frac{del{v}_2}{\text{d}\text{e}\text{l}}+v_z\frac{del{v}_2}{\text{d}\text{e}\text{l}\text{z}})-\frac{\text{d}\text{e}\text{l}\text{p}}{\text{d}\text{e}\text{l}\text{z}}$

$-(\frac{1}{r}\frac{\text{d}\text{e}\text{l}}{\text{d}\text{e}\text{l}\text{r}}({}_n)+\frac{1}{r}\frac{\text{d}\text{e}\text{l}}{\text{d}\text{e}\text{l}}+\frac{u_z}{\text{d}\text{e}\text{l}\text{z}})+g_z$

Tablo $3\mathrm{.}3.$ Sllindirik Koordinatlarda $($r$,,z$ Hareket Denklemi $($devam$)$

arelenes

sobileneni

$p(\frac{del{v}_z}{\text{d}\text{e}\text{l}\text{t}}+v_f\frac{del{v}_2}{\text{d}\text{e}\text{l}\text{r}}+\frac{v_g}{t}\frac{del{v}_t}{\text{d}\text{e}\text{l}}+v_2\frac{del{v}_2}{\text{d}\text{e}\text{l}\text{z}})=-\frac{\text{d}\text{e}\text{l}\text{P}}{\text{d}\text{e}\text{l}\text{z}}$

$+[\frac{1}{r}\frac{\text{d}\text{e}\text{l}}{\text{d}\text{e}\text{l}\text{r}}(r\frac{del{v}_2}{\text{d}\text{e}\text{l}\text{r}})+\frac{1}{r^2}\frac{de{l}^2{v}_2}{del{e}^2}+\frac{de{l}^2{v}_2}{del{r}^2}]+B_2$

atrax.