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n \frac{\partial h}{ \partial t } + \frac{\partial q_x}{ \partial x } +\frac{\partial q_y}{ \partial y } = n (1-p'_m) \frac{\partial z_{bk}}{\partial t} = \alpha\omega_{fk}(C_k - V_{*k})

::<math>\bar{n}_E (t) = \sum f_i A_i cos(\omega t + V_i^0 + \hat{u}_i - \kappa_i) </math> (2-39) :: t = elapsed time from midnight of the starting year [hrs]

...s02.html T-Head Groin Advancements in One-Line Modeling: (Genesis-T)]

\frac{\partial(hC_{sal})}{\partial t} + \frac{\partial(hV_j C_{sal})}{\partial x_j} = \frac{\partial}{\partial x

\frac{\partial(h C_{sal})} {\partial t} +

*Antsyferov, S. M., T. Basinski, and N. V. Pykhov. 1983. Measurements of coastal suspended sedime *Asano, T. 1992. Observations of granular-fluid mixture under an oscillatory sheet fl

where T_p is the peak wave period.

: <math>A_w =</math> semi-orbital excursion = <math>u_w T /(2\pi)\ </math> [m] :T = wave period[s]

...ed by integrating the instantaneous bed-load rate ''q''_''sb''(''t'') over a wave period. \Omega =\frac{1}{2}\,\rho \,{{f}_{cw}}\ \left| \overrightarrow{u(t)}\left| ^{3} \right. \right.

...ariables such as ''x'' = 1.3*''x''-0.01, ''t''=60*''t'', or ''x''=''x''(''t''>=100).

...., Zundel, A. K., Howlett, J. D., Demirbilek, Z., Gailani, J. Z., Lackey, T. C., and Smith, J. (2006). PTM: Particle Tracking Model; Report 1: Model T .... W., Kraus, N. C., Ono, N., Larson, M., Camenen, B., Hanson, H., Wamsley, T., and Zundel, A. K. (2006). "Two-Dimensional Depth-Averaged Circulation Mod

...A. M., C. W. Reed, N. C. Kraus, N. Ono, M. Larson, B. Camenen, H. Hanson, T.&nbsp;Wamsley, and A. Zundel. 2006. ''Two-dimensional depth-averaged circul Chawla A., and J. T. Kirby. 2002. Monochromatic and random wave breaking at blocking points. ''

{{Equation|<math> \delta \approx \sqrt{{{\nu }_{t}}T} </math>|13}} where <math>{{\nu }_{t}}</math> is the eddy viscosity, and ''T'' the flow period. For a steady current (e.g., tidal flow), δ = ''h'', whe

...breakwater at the center of the grid. The waves are idealized (H = 0.5 m, T = 6 s, wave direction = 30 degrees), and the simulation is run for two year

\underbrace { \frac {\partial(h\phi)} {\partial t} where <math>\phi</math> is a general scalar, ''t'' is time, ''h'' is the total water depth, <math>V_j</math> is the tran

...resulting sediment transport. In CMS-Flow, the total eddy viscosity, ν_t , is equal to the sum of three parts: 1) a base value ν₀, ...sed on the significant wave height H_i [m] and peak wave period T_p [s]

...ter display). The system was exposed to constant waves with ''H'' = 1 m, ''T'' = 5 sec, and <math>\theta</math> = -5 deg for three months. The grid spac

{{Equation|<math>\bar{\eta}_E (t) = \Sigma f_i A_i cos(\omega_i t + V_{i}^0 + \hat{u}_i - \kappa_i)</math>|2-14}} : t = elapsed time from midnight of the starting year [hrs]

...q_{t*j}}{\partial x_j} + \frac {\partial}{\partial x_j} \left(D_s \mid q_{t*}\mid\frac{\partial z_b}{\partial x_j} \right) </math> (2-42) ::t = time [s]

<!--'''<big>δy/δt + (1/(DB+DC)) * (δQ/δx - q) = 0</big>'''--> <math> \frac{\partial y}{\partial t} + \frac{1}{(D_B+D_C)}(\frac{\partial Q}{\partial x}-q)=0 </math>