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  • ...e available for use in defining equations, along with the acronyms used in WMS is given below: ...A triangle or cell's slope is computed as the change in elevation divided by the change in XY or plan distance.
    3 KB (402 words) - 21:30, 8 June 2016

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  • #REDIRECT [[WMS:Variables Computed by WMS]]
    43 bytes (6 words) - 14:52, 25 July 2013
  • #REDIRECT [[WMS:Variables Computed by WMS]]
    43 bytes (6 words) - 14:52, 25 July 2013
  • #REDIRECT [[WMS:Variables Computed by WMS]]
    43 bytes (6 words) - 14:52, 25 July 2013
  • #REDIRECT [[WMS:Variables Computed by WMS]]
    43 bytes (6 words) - 14:52, 25 July 2013
  • ...variable names corresponding to the basin data computed by WMS, or enter variables that to define. The variable definition is displayed and edited in the Defi ...ing so will result in any variables being identified and displayed in the Variables text window along with their definitions. The rules of precedence are typi
    2 KB (300 words) - 18:41, 5 December 2016
  • ...fall event, and are primarily a function of the geometry of the watershed. WMS provides two powerful methods of computing travel times for lag time and ti ...e a function of the [[WMS: Variables Computed by WMS|geometric parameters computed from digital terrain models]].
    4 KB (579 words) - 16:07, 7 December 2016
  • ...ndaries''' command. The drainage basin boundaries option in the Drainage [[WMS:Display Options|''Display Options'']] dialog is automatically set when defi ..._Menu|''TIN'']] menu for the Drainage module. This process is accomplished by tracing paths of maximum upward gradient along boundaries, splitting triang
    6 KB (943 words) - 22:41, 30 December 2019
  • ...computed. The process of computing travel times for a selected basin from computed basin data involves the following two steps: # [[WMS:Assigning an Equation|Select an equation]] (or create a new one).
    6 KB (845 words) - 20:27, 13 May 2020
  • ...travel times of all arcs within a basin or between outlets. This is done by selecting the basin or outlet then choosing the '''Compute Travel Time''' ...re time computation types and methods can be selected. This dialog has a [[WMS:Customizing Equations|'''Modify Equation''']]and a '''User Defined''' optio
    3 KB (489 words) - 16:43, 2 October 2017
  • ...e available for use in defining equations, along with the acronyms used in WMS is given below: ...A triangle or cell's slope is computed as the change in elevation divided by the change in XY or plan distance.
    3 KB (402 words) - 21:30, 8 June 2016
  • ...riables are defined the ''Instructions / Results'' window will display the computed lag time or time of concentration. Accessed by selecting '''Compute Parameters-Basin Data''' in the ''HEC-1 Unit Hydrograp
    5 KB (654 words) - 22:01, 9 June 2020
  • ...quations used for travel time are functions of flow path length and slope, WMS automatically determines the length of the arc, and if a TIN or DEM is avai ...ry of equations or as a user-defined equation. The predefined equations in WMS include TR55, FHWA, and Maricopa County. For example, TR55 includes the sta
    13 KB (2,122 words) - 21:44, 14 October 2022
  • Indicates which application(s) to use the soil type coverage for by selecting the appropriate toggle boxes in the ''Display parameters'' (lower ...ng, it's necessary to link the appropriate soil type variables to each ID. WMS allows completing this in one of two ways. First of all, with the soil type
    3 KB (500 words) - 21:56, 18 December 2019
  • The Green and Ampt method requires the following variables to be defined: ...:Compute GIS Attributes|determined from GIS data layers automatically]] in WMS.
    4 KB (669 words) - 16:09, 23 June 2016
  • #[[WMS:NSS_Computing_Peak_Discharges#Overlapping_Regions|Select the region equatio ...tomatically be placed in the appropriate edit fields. Other variables not computed will need to be defined.
    7 KB (1,073 words) - 16:52, 18 December 2017
  • ...n ID already given to the arcs. The Define Basins procedure then continues by tracing the flow paths of the remaining DEM points until a point that has a ...command) that "intercept" flow along a line that might not be represented by the underlying elevations. An example of this is along a highway embankment
    10 KB (1,729 words) - 20:51, 20 May 2020
  • A Land Use coverage in WMS has a different purpose depending on the model and/or model parameters assi Indicate which application(s) to use the land use coverage for by selecting the appropriate toggle boxes in the ''Display parameters'' (lower
    3 KB (520 words) - 15:46, 10 January 2024
  • |title=WMS User Manual (v10.0), Volume 2 == WMS User Manual (v10.0)==
    8 KB (1,104 words) - 22:12, 18 December 2019
  • ...for projects, set up the equation in a text file in the same directory as WMS. It will be read in and set up as the user defined equation automatically. '''UNITS''' – Units of the computed result. Possible values for units include: laghour, lagmin, tchour, tcmin,
    4 KB (668 words) - 15:07, 29 September 2017
  • ...e represented by a rainfall mass curve. Given any combination of the above variables, MODRAT will compute hydrographs for each subarea and mainline or lateral c ...MODRAT model interface and parameter computations done by WMS are approved by the LACDPW for hydrologic studies.
    6 KB (1,061 words) - 22:44, 12 December 2016
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