\\
\\
\\
{latex}
\large
$$
\eqalign{
& \sum {F = 0} \cr
& F_b + F_d - mg\sin (\theta ) = 0{\rm{ (I)}} \cr
& - mg\sin \theta + \rho \_w gV_{proj} \sin \theta + \rho \_w C_D A_{proj} {{V^2 } \over 2}{\rm{ (II)}} \cr
& {\rm{Solving (II) for V }}... \cr
& {{V^2 } \over 2}\rho \_w C_D A_{proj} = \rho \_p V_{proj} g\sin \theta - \rho \_w gV_{proj} \sin \theta \cr
& V^2 = {2 \over {\rho \_w C_D A_{proj} }}(\rho \_p V_{proj} g\sin \theta - \rho \_w gV_{proj} \sin \theta ) \cr
& V^2 = {{2g\sin \theta V_{proj} } \over {\rho \_w C_D A_{proj} }}(\rho \_p - \rho \_w ) \cr
& {\rm{This model initially assumes that the floc particles can be approximated as spheres}}. \cr
& {{V_{proj} } \over {A_{proj} }} = {{{{\pi d_p \^3 } \over 6}} \over {{{\pi d_p \^2 } \over 4}}} = {2 \over 3}d_p \cr
& {\rm{Assuming that the flow in the tube settlers is creeping, we can approximate the drag coefficient as 24/Re}}{\rm{. Thus:}} \cr
& V^2 = {{2g\sin \theta } \over {{{24} \over {{\mathop{\rm Re}\nolimits} }}}}{2 \over 3}d_p {{(\rho \_p - \rho \_w )} \over {\rho \_w }} \cr
& V = \sqrt {{4 \over {72}}g\sin (\theta )d_p {\mathop{\rm Re}\nolimits} {{(\rho \_p - \rho \_w )} \over {\rho \_w }}} \cr
& {\rm{At this velocity, a floc shouldn't move}}{\rm{. We should call this something like the critical velocity, since any velocity value (at the edge of the floc) larger than this value will produce floc roll - up}}{\rm{.}} \cr
& \cr
& {\rm{Analysis of the velocity gradient}} \cr
& {1 \over r}{\partial \over {\partial r}}(r{{\partial v_z } \over {\partial r}}) = {1 \over \mu }({{\partial P} \over {\partial z}})r \cr
& {\rm{After integration }} \cr
& r{{\partial v_z } \over {\partial r}} = {1 \over {2\mu }}({{\partial P} \over {\partial z}})r^2 + c_1 \cr
& {\rm{c}}_{\rm{1}} {\rm{ = 0, since v}}_{\rm{z}} {\rm{ must be finite at the center of the tube}}{\rm{. Dividing through by r \- - }} \cr
& {{\partial v_z } \over {\partial r}} = {1 \over {2\mu }}({{\partial P} \over {\partial z}})r \cr
& {{\partial P} \over {\partial z}} = {{\Delta P} \over L} \cr
& V_{av} = {{R^2 \Delta P} \over {8\mu L}} = {Q \over {\pi R^2 }} \cr
& {{\Delta P} \over L} = {{Q8\mu } \over {\pi R^4 }} \cr
& {{\partial v_z } \over {\partial r}} = {1 \over {2\mu }}{{Q8\mu } \over {\pi R^4 }}r \cr
& {{\partial v_z } \over {\partial r}} = {{4Q} \over {\pi R^4 }}r \cr
& {\rm{Integrate to obtain an expression for the velocity profile with respect to z}}{\rm{.}} \cr
& V_z (r) = {{2Q} \over {\pi R^4 }}r^2 + c_1 \cr
& {\rm{Now apply the no - slip condition; }}V_z = 0{\rm{ when r = R}} \cr
& c_1 = {{ - 2Q} \over {\pi R^2 }} \cr
& V_z (r) = {{2Q} \over {\pi R^2 }}\[({r \over R})^2 - 1\] = {{2Q} \over {A_{tube} }}\[({r \over R})^2 - 1\] \cr
& {\rm{Finally:}} \cr
& V_z (r) = 2V_{av} \[({r \over R})^2 - 1\] \cr
& {\rm{We can evaluate the velocity at the failure point, which for this approximtion is equal to (R}}_{{\rm{tube}}} {\rm{ \- d}}_{\rm{p}} ) = P_f \cr
& V_z ({\rm{R}}_{{\rm{tube}}} {\rm{ \- d}}_{\rm{p}} ) = 2V_{av} \[({{{\rm{R}}_{{\rm{tube}}} {\rm{ \- d}}_{\rm{p}} } \over R})^2 - 1\] \cr
& V_z (P_f ) = 2V_{av} \[({{{\rm{R}}_{{\rm{tube}}} - d_p } \over R})^2 \] = V_f \cr
& V_f = \sqrt {{4 \over {72}}g\sin (\theta )d_p {\mathop{\rm Re}\nolimits} {{(\rho \_p - \rho \_w )} \over {\rho \_w }}} \cr
& {\rm{When the velocity at the failure point exceeds the critical velocity, flocs will roll up}}{\rm{. }}{\rm{This suggests an inequality}}{\rm{.}} \cr
& 2V_{av} \[({{{\rm{R}}_{{\rm{tube}}} - d_p } \over R})^2 \] > \sqrt {{4 \over {72}}g\sin (\theta )d_p {\mathop{\rm Re}\nolimits} {{(\rho \_p - \rho \_w )} \over {\rho \_w }}} \cr
& {\rm{If we solve this expression for }}d_p {\rm{ we can obtain a function to evaluate the critical velocity as a function of the floc diameter}}{\rm{. }} \cr
& {\rm{The function is cubic and has the form:}} \cr
& {\rm{(}}d_p ) = c_1 d_p \^3 - c_2 d_p \^2 + c_3 d_p - \omega \cr
& {\rm{(}}d_p ) = ({1 \over R})d_p \^3 - 4d_p \^2 + (4R^2 + {1 \over R} - 2)d_p - g\sin (\theta ){\mathop{\rm Re}\nolimits} {{(\rho \_p - \rho \_w )} \over {\rho \_w }}{{A_{tube} \^2 } \over {Q^2 }} \cr
& {\rm{Theoretically, when:}} \cr
& \cr
& {\rm{ }}{\rm{(}}d_p ) < 0,{\rm{ no roll - up occurs}} \cr
& {\rm{ }}{\rm{(}}d_p ) = 0,{\rm{ critical diameter}} \cr
& {\rm{ }}{\rm{(}}d_p ) > 0,{\rm{ roll - up occurs}}{\rm{.}} \cr}
$$
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