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...., 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. 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>

...A. M., C. W. Reed, N. C. Kraus, N. Ono, M. Larson, B. Camenen, H. Hanson, T. Wamsley, and A. K. Zundel, A. K. 2006. Two-dimensional depth-averaged circ

...A. M., C. W. Reed, N. C. Kraus, N. Ono, M. Larson, B. Camenen, H. Hanson, T. Wamsley, and A. K. Zundel. 2006. Two-dimensional depth-averaged circulatio *MacDonald, N. J., M. H. Davies, A. K. Zundel, J. D. Howlett, T. C. Lackey, Z. Demirbilek, and J. Z. Gailani. 2006. PTM: Particle Tracking

...that Mobile District presented using ERDC products from the Navigation RD&T portfolio. At the end of the two-day meeting, the RARG ranked the cumulativ

76{{t}}110{{t}}7{{t}}1.5<br> 77{{t}}110{{t}}7{{t}}1.5<br>

|Significant Wave Height (''H''_''s'')<br>Peak Wave Period (''T''_''p'')<br>Gamma<br>Wave Mean Direction<br>Directional Spreading |''H''_''s'' and ''T''_''p'' or Wind Speed and Fetch Distance<br>Gamma<br>Wave Mean Di

...ining these basic structures to produce more complex configurations, e.g., T-shaped groins, Y-shaped and half-Y groins, and jetties with spurs. Combinat Complex groin or jetty configurations, such as Y-groins, T-groins, and spur jetties, can be represented by placing tips of diffracting

{{Equation|<math>q_{t*} = \left[f_s r_s + f_b(1-r_s )\right]\rho_s A_{Wat}U \left(\frac{\tau_{bma :q_t* = potential total-load transport rate [kg/m/s]

'''Dean, R.G., and Walton, T.L., 1973. Sediment Transport Processes in the Vicinity of Inlets with Speci '''Walton, T. L. Jr. (2002). Tidal Velocity Asymmetry at Inlets, ERDC/CHL CHETN IV-47. U

{{Equation|1=<math>f_R = 0.5 - 0.5\cos\left[\pi \min\left(t,T_R\right) / T_R \right]</math>|2=3}}

\underbrace { \frac {\partial}{\partial t}\left(\frac{h\phi}{\beta}\right) \int_A \frac {\partial}{\partial t}\left(\frac{h_\phi}{\beta} \right) dA + \int_A \frac {\partial}{\partial x

{{K}_{t}}={{0.3}_{{}}}(1.5-\frac{{{h}_{c}}}{{{H}_{i}}}),\text{ for }0\le \frac{ {{K}_{t}}={{0.3}_{{}}}(1.1-\frac{{{h}_{c}}}{{{H}_{i}}}),\text{ for }0\le \frac

...n|<math>\bar{\eta}_E (\overrightarrow{x},t) = \Sigma f_i A_i cos (\omega_i t + V_i ^0 + \hat{u}_i - \kappa_i)</math>|2-20}} : <math>\bar{\eta}_E (\overrightarrow{x},t)</math> = external boundary water surface elevation

: 'points',pts,'cells',ids,'polygon',poly,'steps',nstep,'times',t) :[t,dat,name,units] = sms_read_tsd(<font color=magenta>'data.tsd'</font>);

...A. M., C. W. Reed, N. C. Kraus, N. Ono, M. Larson, B. Camenen, H. Hanson, T. Wamsley, and A. K. Zundel, A. K. 2006. Two-dimensional depth-averaged circ

...planned for February 11-13 2013 at SAJ has been canceled because we haven't received approval. Stay tuned; we'll try to have a workshop in FY13 or seve

*Beck, T. M., and K. Legault. 2012. St. Augustine Inlet, Florida: Application of the ...A. M., C. W. Reed, N. C. Kraus, N. Ono, M. Larson, B. Camenen, H. Hanson, T. Wamsley, and A. K. Zundel. 2006. Two-dimensional depth-averaged circulatio

{{\varepsilon }_{d}}=\frac{|\vec{U}|{{L}_{0}}}{{{g}^{2}}{{T}_{p}}^{3}}({{\tan }^{1/4}}\beta ) ...h>=</math>''g''<math>T_{p}^{2}\text{ /2 }\!\!\pi\!\!\text{ }</math>, and ''T''_''p'' is the spectral peak period. The change in breaker height

...use in other software right-click on the graph window and select ''Expor''t. In the ''Exporting Time Series'' window, select ''Export|Text/Data, Export {{Equation|<math>\bar{Q}_t = \oint_L \frac{1}{T} \int_t (\overrightarrow{q}_t \cdot

Beck, T.B., and N.C. Kraus. 2010. Shark River Inlet, New Jersey, Entrance Shoaling: Benson, M.A., and Dalrymple, T. 1967. General field and office procedures for indirect discharge measureme

\underbrace { \frac {\partial}{\partial t}\left(\frac{h\phi}{\beta}\right) \int_A \frac {\partial}{\partial t}\left(\frac {h\phi}{\beta} \right) dA + \int_A \frac {\partial}{\partial

==T-Groins == ...for the entire grid or utilizing variable grid resolution. An example of a T-groin is shown in Figure 26.

==T-Groins == ...for the entire grid or utilizing variable grid resolution. An example of a T-groin is shown in Figure 26.

...n.php Comparison of a Physical and Numerical Mobile-Bed Model of Beach and T-Head Groin]

...the astronomical prediction formula when predictions don<nowiki>’</nowiki>t agree with observations but, depending on the region, the astronomical curr ...wo tidal frequencies ''f''₁ and ''f''₂ is given by ''T'' =1/<nowiki>|</nowiki>''f''₁''-f''₂<nowiki>|</nowiki

\frac{\partial (Sd)}{\partial t}+\frac{\partial (S{{q}_{x}})}{\partial x}+\frac{\partial (S{{q}_{y}})}{\par

...q}_{ss}}\left( t \right)=\int_{{{z}_{a}}}^{h}{u\left( z,t \right)c\left( z,t \right)dz} ...\left( z,t \right)}</math> and <math>c\left( z \right)=\overline{c\left( z,t \right)}</math>

...wo tidal frequencies ''f''₁ and ''f''₂ is given by ''T'' =1/<nowiki>|</nowiki>''f''₁''-f''₂<nowiki>|</nowiki ...quencies. Fourier frequencies are multiples of the fundamental frequency 1/T and thus may not coincide with the tidal frequencies which, with the except

...</sub> defined as 4 times the total energy density, spectral peak period ''T''_''p'', and spectral peak frequency ''f''_''p''), and |'''''T'''''_'''''p'' ''''''(sec)'''^'''a'''

''t''<nowiki>=</nowiki>time where ''T'' = wave period.

...n Gateway (http://operations.usace.army.mil/navigation.cfm). Navigation RD&T program managers presented their work to date in an overview of the past ye

...ining these basic structures to produce more complex configurations, e.g., T-shaped groins, Y-shaped and half-Y groins, and jetties with spurs. Combinat

...l Groins[[Image:GenCade6.png|thumb|300px|Fig. 6. Alternative grids for the T-groin alternatives C3, C4, C5 & C6.]] ...1. Chronic beach erosion adjacent to inlets and remediation by composite (T

...ix - Path was not being prepended to the wave file names, so if they weren't in the same directory, it failed. * Bug fix: Using ASCII input files wasn't working for salinity.

...dled by modifying the equilibrium concentration as <math>C_{t*}^' = min(C_{t*}, C_t)</math> in both the sedment transport and bed change equations. The

...A. M., C. W. Reed, N. C. Kraus, N. Ono, M. Larson, B. Camenen, H. Hanson, T. Wamsley, and A. . Zundel, A. K. 2006. Two-dimensional depth-averaged circu

...A. M., C. W. Reed, N. C. Kraus, N. Ono, M. Larson, B. Camenen, H. Hanson, T. Wamsley, and A. . Zundel, A. K. 2006. Two-dimensional depth-averaged circu

...looking at the CIRP wiki page to find the information you need; if you can't locate it, let us know, and we will update the site!

...overage'' check one arc (though multiple can be plotted), under ''Data se''t select ''Specified data set(s)'' and select the generated ''Morphology'' (E

<math>{\partial (Sd)}{\partial t}+\frac{\partial (S{{q}_{x}})}{\partial x}+\frac{\partial (S{{q}_{y}})}{\par ...A. M., C. W. Reed, N. C. Kraus, N. Ono, M. Larson, B. Camenen, H. Hanson, T. Wamsley, and A. K. Zundel, A. K. 2006. Two-dimensional depth-averaged circ

*Beck, T.M., and Kraus, N.C. 2010. Shark River Inlet, New Jersey, Entrance Shoaling ...C.W., Kraus, N.C., Ono, N., Larson, M., Carmenen, B., Hanson, H., Wamsley, T., and Zundel, A.K. 2006. Two-dimensional depth-averaged circulation model C