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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

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• 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_B+D_C) = (ΔQ/Δx)ΔxΔt +qΔxΔt'''-->
  2 KB (405 words) - 19:18, 13 February 2023
• CMS-Flow:Ripple Dimensions
  : A_w = semi-orbital excurision = <math>\frac{u_w T}{2 \pi} [m/s]</math> :T = wave period [s] (for random waves T = T_p).
  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'''''_'''''p'' ''''''(sec)'''^'''a''' |colspan = "5"|a. Monochromatic wave. <br>b. ''f''_''p''=1/''T''_''p''. <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'''''_'''''p'' ''''''(sec)'''^'''a''' |colspan = "5"|a. Monochromatic wave. <br>b. ''f''_''p''=1/''T''_''p''. <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''_''p'', and spectral peak frequency ''f''_''p''), and |'''''T'''''_'''''p'' ''''''(sec)'''^'''a'''
  7 KB (1,011 words) - 20:03, 22 November 2010