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  • Comparison of a Physical and Numerical Mobile-Bed Model of Beach and T-Head Groin
    ...eries of physical model tests, for an open-coast sandy beach modified with T-head groins. It is important to understand the relative benefits available ...km long stretch of the barrier island and construction of several emergent T-head groins (Figure 1). The three-dimensional physical model was undertake
    4 KB (585 words) - 17:02, 28 December 2010

Page text matches

  • Clear water jet
    ...mb|left|600px| Figure 2. Computed bed elevations and current velocities at t=4 hrs.]] ...on.png|thumb|left|600px| Figure 3. Computed and measured bed elevations at t=1,4 hrs.]]
    1 KB (178 words) - 22:29, 22 October 2010
  • Glossary
    ==T==
    1 KB (230 words) - 19:00, 13 October 2010
  • Temp
    {{Equation| <math> \frac{\partial ( h U_i ) }{\partial t} {{Equation| <math> \frac{\partial }{\partial t} \int_A h U_i dA
    2 KB (391 words) - 19:00, 17 March 2011
  • GenCade:Basic Governing Equations
    ...a section of coast without changing shape. During an interval of time (Δ''t''), a net amount of sand enters or leaves the section. The change in shorel <!--'''ΔV = ΔxΔy(D<sub>B</sub>+D<sub>C</sub>) = (ΔQ/Δx)ΔxΔt +qΔxΔt'''-->
    2 KB (405 words) - 19:18, 13 February 2023
  • CMS-Flow:Ripple Dimensions
    : A<sub>w</sub> = semi-orbital excurision = <math>\frac{u_w T}{2 \pi} [m/s]</math> :T = wave period [s] (for random waves T = T<sub>p</sub>).
    2 KB (346 words) - 15:34, 23 January 2023
  • CMS WIS to txt for spectragen.m
    fprintf(fid,'%s\t',text{1,j}); fprintf(fid,'%s\t','');
    3 KB (467 words) - 19:07, 26 January 2012
  • GenCade:Numerical Stability
    <math> {\frac{\partial y}{\partial t}} = (\varepsilon_1 + \varepsilon_2) {\frac{\partial^2 y}{\partial x^2}} </m <math> R_s = \frac{\Delta t (\varepsilon_1 + \varepsilon_2)}{(\Delta x)^2} </math>
    4 KB (682 words) - 14:57, 6 March 2023
  • Comparison of a Physical and Numerical Mobile-Bed Model of Beach and T-Head Groin
    ...eries of physical model tests, for an open-coast sandy beach modified with T-head groins. It is important to understand the relative benefits available ...km long stretch of the barrier island and construction of several emergent T-head groins (Figure 1). The three-dimensional physical model was undertake
    4 KB (585 words) - 17:02, 28 December 2010
  • Standing wave in a rectangular basin
    {{Equation|<math> \frac{\partial \eta}{\partial t} + h \frac{\partial U}{\partial x} = 0</math>|1}} {{Equation|<math> \frac{\partial U}{\partial t} = -g \frac{\partial \eta}{\partial x}</math>|2}}
    6 KB (885 words) - 20:14, 18 April 2013
  • CMS-Flow:Hydro Eqs
    <math>\frac{\partial h}{\partial t} + \frac {\partial(hV_j)} {\partial x_j} = S^M</math> ...c{\partial p_{a}}{\partial x_i} + \frac {\partial}{\partial x_j} {\left(v_{t}h \frac {\partial V_i} {\partial x_j} \right)} - \frac{1}{\rho} \frac{\part
    3 KB (506 words) - 15:39, 18 February 2015
  • CMS-Flow:Equilibrium Total Load
    ...al q_{t*j}}{\partial x_j} + \frac{\partial }{\partial x_j} \biggl[ D_s |q_{t*}| \frac{\partial \zeta}{\partial x_j} \biggr] ...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 circu
    3 KB (437 words) - 18:11, 23 February 2015
  • Wave Validation Case 2
    |'''''T'''''<sub>'''''p''</sub> ''''''(sec)'''<sup>'''a'''</sup> |colspan = "5"|a. Monochromatic wave. <br>b. ''f''<sub>''p''</sub>=1/''T''<sub>''p''</sub>. <br>c. Wave direction relative to shore-normal.
    3 KB (426 words) - 20:30, 22 November 2010
  • CMS-Flow Numerical Methods: Hydrodynamics
    \frac {\partial (hV_i^*)}{\partial t} + \frac {\partial (hV_j^* V_i^*)} {\partial x_j} = \frac {\partial}{\parti Using <math>\partial h / \partial t = (\partial p /\partial t)/(\rho g)</math> and substituting <math>V_i ^{n+1} = V_i ^* + V_i ^' </math
    5 KB (881 words) - 18:29, 18 February 2015
  • Lab Wave Validation Case 2
    |'''''T'''''<sub>'''''p''</sub> ''''''(sec)'''<sup>'''a'''</sup> |colspan = "5"|a. Monochromatic wave. <br>b. ''f''<sub>''p''</sub>=1/''T''<sub>''p''</sub>. <br>c. Wave direction relative to shore-normal.
    3 KB (463 words) - 16:04, 13 December 2010
  • CMS-Flow:Wind Pressure
    *Bye, J. A. T. 1985. Large-scale momentum exchange in the coupled atmosphere–ocean, cou *Dawe, J. T., and L. Thompson. 2006. Effect of ocean surface currents on wind stress, h
    4 KB (573 words) - 16:48, 18 February 2015
  • Help/Simple Math
    ...quation in latex surrounded by <nowiki><math>..</math></nowiki>. They don't absolutely need to be simple expressions.
    1 KB (179 words) - 16:14, 21 December 2022
  • Roller
    ...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 circu
    1 KB (177 words) - 18:49, 12 September 2010
  • Advanced Card file
    ...e they are truly for ADVANCED use only or they are very new and just haven't been added yet. These cards still need to be read by CMS and so we have pro
    1 KB (226 words) - 18:41, 15 November 2021
  • GenCade Val:LSTF
    ...nsport formulation from what is employed in the release version of GENESIS-T (i.e., the version included with the CEDAS interface package) (Hanson and K ...t throughout the simulation such that breaking wave heights were H=0.26 m, T = 1.5 sec, and Dir=6.5-deg as measured in the LSTF experiment. Wave inputs
    6 KB (916 words) - 17:23, 30 July 2013
  • Wave Validation Case 1
    ...</sub> defined as 4 times the total energy density, spectral peak period ''T''<sub>''p''</sub>, and spectral peak frequency ''f''<sub>''p''</sub>), and |'''''T'''''<sub>'''''p''</sub> ''''''(sec)'''<sup>'''a'''</sup>
    7 KB (1,011 words) - 20:03, 22 November 2010
  • Lab Wave Validation Case 1
    ...</sub> defined as 4 times the total energy density, spectral peak period ''T''<sub>''p''</sub>, and spectral peak frequency ''f''<sub>''p''</sub>), and |'''''T'''''<sub>'''''p''</sub> ''''''(sec)'''<sup>'''a'''</sup>
    7 KB (1,011 words) - 15:48, 23 November 2010
  • Idealized jettied inlet
    == ''Case 1'' (<math>H</math>=1.65 m, <math>T</math>=11 s) == heights for Case 1 (<math>H</math> = 1.65 m, <math>T</math>= 11 s). For display purposes, wave
    16 KB (2,287 words) - 18:09, 22 April 2014
  • CMS-Wave:Diffraction
    * Mase, H., K. Oki, T. S. Hedges, and H. J. Li. 2005. Extended energy-balance-equation wave model
    2 KB (218 words) - 16:13, 23 January 2023
  • CMS-Flow Numerical Methods: Sediment Transport
    ...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 ...is implemented in CMS. The equations are obtained by substituting <math>C_{t*k}^{n+1} = p_{1k}^{n+1}C_{tk}^{*n+1}</math> into the bed change and sortin
    7 KB (1,172 words) - 20:11, 18 February 2015
  • GenCade:Boundary Conditions
    ...x'' is zero at the boundary, then the ''y'' differential with respect to ''t'' is also zero, meaning ''y'' does not change over time. <math> y^{t+1}_n = y^t_N + y_{RC} </math>
    6 KB (1,048 words) - 14:58, 6 March 2023
  • LSTF
    Table 4. Offshore significant wave height H<sub>mo</sub>, peak wave period T<sub>p</sub>,, incident wave period Θ<sub>o</sub>, water level η<sub>0</su |align = "center"|T<sub>p</sub>, s
    5 KB (780 words) - 15:24, 28 October 2010
  • GenCade Parameters
    || PRTOUT || Output to PRFILE || yes (t), no (f) || || PRWARN || Print warnings || yes (t), no (f) ||
    6 KB (764 words) - 19:42, 2 February 2011
  • CMS-Flow:Morph Acceleration Factor
    ...ange (<math>\Delta z</math>) at each time step of simulation (<math>\Delta t</math>) is calculated as follows: <center><math>\Delta z = \frac{f_{morph} \Delta t}{\rho_s (1-\rho)} (\alpha_t \omega_s (C_t-C_t^* )+S_b)</math></center>
    6 KB (853 words) - 16:18, 23 January 2023
  • Channel infilling under waves perpendicular to steady currents
    ...b|right|600px| Figure 3. Computed bed elevations and current velocities at t=10 hrs.]]
    2 KB (378 words) - 15:14, 28 October 2010
  • GenCade Val:Benchmark Cases
    ...nts include a single groin (Figure 2), a detached breakwater (Figure 3), a T-head groin (Figure 4), a seawall with a groin to force shoreline erosion to Image:Figure32.jpg|Figure 4. GenCade straight shoreline with T-head groin domain.
    27 KB (4,098 words) - 15:53, 20 December 2013
  • CMS-Flow:Non-equilibrium Sediment Transport
    ...artial (r_{sk} C_{tk})}{\partial x_j} \biggr] + \alpha _t \omega _{sk} (C_{t*k} - C_{tk}) ...lated to the total-load adaptation length (L<sub>t</sub> ) and time (T<sub>t</sub>) by
    17 KB (2,724 words) - 16:33, 6 November 2014
  • CMS-Flow:Equilibrium Bed load plus AD Suspended load
    \frac{\partial (h C)}{\partial t} + \frac{\partial (u_j h C)}{\partial x_j} = \frac{\partial }{\partial x_j} ...al q_{b*j}}{\partial x_j} + \frac{\partial }{\partial x_j} \biggl[ D_s |q_{t*}| \frac{\partial \zeta}{\partial x_j} \biggr] + E_b - D_b
    14 KB (2,251 words) - 19:14, 9 August 2023
  • CMS-Wave:Governing Equations
    Mase, H., K. Oki, T. S. Hedges, and H. J. Li. 2005. Extended energy-balance-equation wave model
    2 KB (325 words) - 16:12, 23 January 2023
  • CR-07-1:Chapter5
    ...>''w''</sub> = ''T''<sub>''wc''</sub> + ''T''<sub>''wt''</sub>, in which ''T''<sub>''w''</sub> is the wave period), and <sub>''pl'',''b''</sub> a coe ...T}_{wc}}}\int_{0}^{{{T}_{wc}}}{\frac{1/2{{f}_{cw}}{{\left[ {{u}_{w}}\left( t \right)+{{U}_{c}}\text{cos}\varphi \right]}^{2}}}{\left( s-1 \right)g{{d}_
    36 KB (5,340 words) - 20:16, 21 March 2012
  • User Guide 020
    | <math>q_{t*}</math>
    3 KB (434 words) - 20:28, 8 May 2015
  • CMS-Flow:Transport Formula
    q_{t} = A_w \biggl[ \frac{(\tau_{b,max} - \tau_{cr}) U }{\rho g } \biggr] ...</math> and <math> A_w </math> is semi-orbital excursion <math> A_w = U_w T / (2 \pi) </math>.
    10 KB (1,494 words) - 15:23, 22 October 2012
  • Channel infilling under waves parallel to steady currents
    ...mb|left|600px| Figure 2. Computed bed elevations and current velocities at t=10 hrs.]]
    2 KB (311 words) - 19:38, 26 August 2010
  • Rubble Mound Tests
    |align = "center"|'''L/T* Ratio''' <nowiki>*</nowiki>L/T Ratio is the ratio between the laminar and turbulent resistance terms
    13 KB (1,851 words) - 14:45, 16 July 2012
  • CMS-Flow:Boundary Conditions
    \bar{\eta}_E (t) = \sum f_i A_i \cos (\omega_i t + V_{i}^0 + \hat{u}_i - \kappa_i) :''t'' = elapsed time from midnight of the starting year [hrs]
    13 KB (2,009 words) - 19:03, 9 August 2023
  • User Guide 008
    {{Equation|<math>\bar{\eta}_E (t) = \Sigma f_i A_i cos (\omega_i t + V_i ^0 + \hat{u}_i - \kappa_i)</math>|2-18}} :t = elapsed time from midnight of the starting year [hrs]
    25 KB (3,601 words) - 12:11, 8 May 2015
  • Rubble Mounds
    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})
    11 KB (1,658 words) - 20:25, 23 February 2015
  • Boundary Conditions
    ::<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]
    10 KB (1,679 words) - 19:26, 22 July 2014
  • Publications:Journal
    ...s02.html T-Head Groin Advancements in One-Line Modeling: (Genesis-T)]
    15 KB (2,170 words) - 16:58, 28 December 2010
  • Salinity Transport-Aug-2014
    \frac{\partial(hC_{sal})}{\partial t} + \frac{\partial(hV_j C_{sal})}{\partial x_j} = \frac{\partial}{\partial x
    3 KB (498 words) - 14:25, 25 August 2014
  • Salinity Transport
    \frac{\partial(h C_{sal})} {\partial t} +
    3 KB (499 words) - 15:24, 25 August 2014
  • CR-07-1:References
    *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
    28 KB (3,706 words) - 20:17, 21 March 2012
  • CMS-Flow:Incipient Motion
    where T<sub>p</sub> is the peak wave period.
    3 KB (402 words) - 15:41, 15 January 2015
  • CMS-Flow:Bottom Friction
    : <math>A_w =</math> semi-orbital excursion = <math>u_w T /(2\pi)\ </math> [m] :T = wave period[s]
    15 KB (2,341 words) - 16:20, 18 February 2015
  • CR-07-1:Chapter3
    ...ed by integrating the instantaneous bed-load rate ''q''<sub>''sb''</sub>(''t'') over a wave period. \Omega =\frac{1}{2}\,\rho \,{{f}_{cw}}\ \left| \overrightarrow{u(t)}\left| ^{3} \right. \right.
    103 KB (15,325 words) - 20:47, 16 November 2012
  • Filter1d
    ...ariables such as ''x'' = 1.3*''x''-0.01, ''t''=60*''t'', or ''x''=''x''(''t''>=100).
    18 KB (2,772 words) - 14:27, 11 October 2010
  • References
    ...., 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
    21 KB (2,897 words) - 16:33, 9 August 2023
  • TR-08-13:Refs
    ...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. ''
    21 KB (2,947 words) - 18:32, 7 October 2009
  • CR-07-1:Chapter2
    {{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
    39 KB (5,577 words) - 22:45, 16 November 2012
  • GenCade Boundary Conditions
    ...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
    9 KB (1,536 words) - 16:04, 15 April 2011
  • CMS-Flow Numerical Methods:General Transport Equation
    \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
    30 KB (4,881 words) - 20:21, 31 July 2014
  • Eddy Viscosity
    ...resulting sediment transport. In CMS-Flow, the total eddy viscosity, ν<sub>t</sub> , is equal to the sum of three parts: 1) a base value ν<sub>0</sub>, ...sed on the significant wave height H<sub>i</sub> [m] and peak wave period T<sub>p</sub> [s]
    9 KB (1,451 words) - 15:15, 22 July 2014
  • GenCade:Grid System
    ...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
    4 KB (679 words) - 14:58, 6 March 2023
  • User Guide 006
    {{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]
    22 KB (3,413 words) - 18:26, 7 May 2015
  • Sediment Transport 1
    ...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]
    50 KB (8,119 words) - 15:32, 6 December 2022
  • GenCade:Sand Transport Rates
    <!--'''<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>
    4 KB (736 words) - 20:29, 21 December 2022
  • Culvert Tests
    ...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
    6 KB (866 words) - 22:29, 6 December 2010
  • CMS-PTM
    ...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
    13 KB (1,982 words) - 21:56, 8 September 2011
  • Publications:Newsletters/Apr2013
    ...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
    8 KB (1,279 words) - 20:42, 25 August 2020
  • Publications:CIRP-WN-12-3
    76{{t}}110{{t}}7{{t}}1.5<br> 77{{t}}110{{t}}7{{t}}1.5<br>
    59 KB (9,176 words) - 20:51, 25 August 2020
  • TR-08-13:Chapter3
    |Significant Wave Height (''H''<sub>''s''</sub>)<br>Peak Wave Period (''T''<sub>''p''</sub>)<br>Gamma<br>Wave Mean Direction<br>Directional Spreading |''H''<sub>''s''</sub> and ''T''<sub>''p''</sub> or Wind Speed and Fetch Distance<br>Gamma<br>Wave Mean Di
    28 KB (4,378 words) - 01:58, 4 August 2009
  • GenCade:Structures
    ...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
    22 KB (3,545 words) - 14:59, 6 March 2023
  • CMS-Flow:Equilibrium Concentrations and Transport Rates
    {{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<sub>t*</sub> = potential total-load transport rate [kg/m/s]
    18 KB (2,896 words) - 19:31, 18 February 2015
  • Inlet Geomorph Bibliography-Processes
    '''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
    25 KB (3,878 words) - 15:46, 29 February 2012
  • Flat Basin
    {{Equation|1=<math>f_R = 0.5 - 0.5\cos\left[\pi \min\left(t,T_R\right) / T_R \right]</math>|2=3}}
    5 KB (832 words) - 20:45, 15 April 2014
  • CMS-Flow Numerical Methods
    \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
    32 KB (5,091 words) - 21:15, 18 February 2015
  • JP-JCR-59-1
    {{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
    27 KB (4,022 words) - 17:00, 8 March 2017
  • User Guide 009
    ...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
    27 KB (3,820 words) - 13:18, 8 May 2015
  • Utilities
    : 'points',pts,'cells',ids,'polygon',poly,'steps',nstep,'times',t) :[t,dat,name,units] = sms_read_tsd(<font color=magenta>'data.tsd'</font>);
    27 KB (4,350 words) - 20:02, 6 July 2023
  • Culverts
    ...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
    8 KB (1,189 words) - 15:39, 22 October 2012
  • Publications:Newsletters/Jan2013
    ...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
    5 KB (770 words) - 20:40, 25 August 2020
  • Publications:CIRP-WN-17-1
    *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
    28 KB (4,374 words) - 20:50, 25 August 2020
  • TR-08-13:Chapter2
    {{\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''<sub>''p''</sub> is the spectral peak period. The change in breaker height
    32 KB (4,845 words) - 16:25, 14 March 2017
  • User Guide 017
    ...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
    19 KB (2,990 words) - 20:22, 8 May 2015
  • User Guide 021
    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
    20 KB (2,899 words) - 19:50, 2 May 2015
  • 3-Numerical Methods
    \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
    52 KB (8,436 words) - 16:09, 11 August 2014
  • GenCade Users Guide
    ==T-Groins == ...for the entire grid or utilizing variable grid resolution. An example of a T-groin is shown in Figure 26.
    59 KB (9,818 words) - 15:28, 20 March 2024
  • NewGenCade Users Guide
    ==T-Groins == ...for the entire grid or utilizing variable grid resolution. An example of a T-groin is shown in Figure 26.
    59 KB (9,833 words) - 15:08, 20 March 2024
  • Publications:Papers
    ...n.php Comparison of a Physical and Numerical Mobile-Bed Model of Beach and T-Head Groin]
    14 KB (2,055 words) - 14:48, 22 October 2020
  • TAPcurrents
    ...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''<sub>1</sub> and ''f''<sub>2</sub> is given by ''T'' =1/<nowiki>|</nowiki>''f''<sub>1</sub>''-f''<sub>2</sub><nowiki>|</nowiki
    33 KB (5,128 words) - 18:15, 22 October 2010
  • CMS-Flow:Salinity Calculation
    \frac{\partial (Sd)}{\partial t}+\frac{\partial (S{{q}_{x}})}{\partial x}+\frac{\partial (S{{q}_{y}})}{\par
    7 KB (1,033 words) - 19:17, 9 August 2023
  • CR-07-1:Chapter4
    ...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>
    173 KB (25,901 words) - 20:16, 19 November 2012
  • TAPtides
    ...wo tidal frequencies ''f''<sub>1</sub> and ''f''<sub>2</sub> is given by ''T'' =1/<nowiki>|</nowiki>''f''<sub>1</sub>''-f''<sub>2</sub><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
    40 KB (6,431 words) - 18:14, 22 October 2010
  • TR-08-13:Chapter4
    ...</sub> defined as 4 times the total energy density, spectral peak period ''T''<sub>''p''</sub>, and spectral peak frequency ''f''<sub>''p''</sub>), and |'''''T'''''<sub>'''''p''</sub> ''''''(sec)'''<sup>'''a'''</sup>
    54 KB (7,642 words) - 16:02, 13 September 2011
  • TR-06-9
    ''t''<nowiki>=</nowiki>time where ''T'' = wave period.
    79 KB (11,966 words) - 22:16, 26 August 2010
  • Publications:Newsletters/Apr2014
    ...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
    8 KB (1,171 words) - 21:02, 25 August 2020
  • GenCade 2.0 Structures Dialog
    ...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
    10 KB (1,663 words) - 15:24, 28 March 2024
  • GenCade Application at Point Lookout, NY
    ...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
    28 KB (4,221 words) - 14:29, 16 March 2011
  • CMS Releases
    ...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.
    19 KB (2,878 words) - 20:54, 16 April 2024
  • CMS-Flow Model Parameters
    ...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
    27 KB (3,977 words) - 20:48, 10 August 2023
  • Weir Tests
    ...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
    11 KB (1,628 words) - 17:15, 19 September 2010
  • Weirs
    ...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
    10 KB (1,671 words) - 17:08, 25 February 2015
  • Publications:Newsletters/Jun2010
    ...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!
    9 KB (1,439 words) - 20:42, 25 August 2020
  • User Guide 018
    ...overage'' check one arc (though multiple can be plotted), under ''Data se''t select ''Specified data set(s)'' and select the generated ''Morphology'' (E
    13 KB (2,083 words) - 15:35, 6 May 2015
  • Publications:CIRP-WN-11-2
    <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
    23 KB (3,552 words) - 20:50, 25 August 2020
  • Calculating Volumetric Changes
    *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
    12 KB (1,918 words) - 21:56, 8 September 2011
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