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- #REDIRECT [[WMS:Travel Times from Map Data]]44 bytes (7 words) - 19:21, 24 September 2013
- ...l method for computing basin time of concentration and/or lag time. Travel times between consecutive outlet points may also be computed using the same tools ...TIN or DEM, it is possible to have WMS automatically create flow path arcs from selected points using the [[WMS:Time Computation Arcs|'''Node→Flow Arc2 KB (306 words) - 16:06, 7 December 2016
- #REDIRECT [[WMS:Travel Times from Map Data]]44 bytes (7 words) - 19:21, 24 September 2013
- #REDIRECT [[WMS:Travel Times from Map Data]]44 bytes (7 words) - 19:21, 24 September 2013
Page text matches
- #REDIRECT [[WMS:Travel Times from Map Data]]44 bytes (7 words) - 19:21, 24 September 2013
- #REDIRECT [[WMS:Travel Times from Map Data]]44 bytes (7 words) - 19:21, 24 September 2013
- #REDIRECT [[WMS:Travel Times from Map Data]]44 bytes (7 words) - 19:21, 24 September 2013
- ...l method for computing basin time of concentration and/or lag time. Travel times between consecutive outlet points may also be computed using the same tools ...TIN or DEM, it is possible to have WMS automatically create flow path arcs from selected points using the [[WMS:Time Computation Arcs|'''Node→Flow Arc2 KB (306 words) - 16:06, 7 December 2016
- ...ing travel times for lag time and time of concentration from the geometric data being used for basin delineation and parameter estimation. ...ion of the [[WMS: Variables Computed by WMS|geometric parameters computed from digital terrain models]].4 KB (579 words) - 16:07, 7 December 2016
- ...ows choosing from the ones listed below to automatically compute lag times/times of concentration. Because most of the equations were developed for specific * [[WMS:Travel Times from Basin Data|Travel Times from Basin Data]]2 KB (311 words) - 15:53, 7 December 2016
- ...model parameter dialogs where time of concentration, lag time, or routing travel time is needed. Selecting the '''Compute – Basin Data''' button brings up a dialog similar to the [[WMS:Time Computation#Assignin3 KB (489 words) - 16:43, 2 October 2017
- The TR-55 equations for travel time are one set of commonly used equations to compute time of concentratio * [[WMS:Travel Times from Map Data|Travel Times from Map Data]]1 KB (199 words) - 15:36, 7 December 2016
- ...he ''TIN'' or ''DEM'' Drainage module menus, or in the ''Feature Objects'' Map module menu. ...uations specified (this option is only available when computing basin data from either a TIN or a DEM).3 KB (433 words) - 17:25, 17 October 2017
- ...the area of the basin in this edit field. If having delineated a watershed from feature objects, a DEM, or a TIN, the drainage area can be computed and wil ...s specified (this option is only available when having computed basin data from either a TIN or a DEM).3 KB (514 words) - 14:06, 19 October 2017
- ...nal Method'' dialog can be accessed using the '''Run Simulation''' command from the ''Rational'' menu. It can also be accessed by selecting a basin or outl **[[WMS:Travel Times from Basin Data|Compute Tc – Basin Data]]2 KB (330 words) - 21:33, 8 June 2023
- [[File:TR20basindata.png|thumb|400 px|Example of the ''TR-20 Basin Data'' dialog.]] ...n Multi-select mode. If selecting and assigning data to these fields, this data is assigned to all the selected sub-basins.5 KB (784 words) - 17:18, 9 June 2023
- ...']] and [[WMS:Travel Times from Map Data|'''Compute Parameters – Map Data''']] buttons respectively. Distributed outflow from a basin may be obtained by utilizing combinations of three conceptual elem5 KB (750 words) - 16:39, 11 October 2017
- ...a dialog where attributes are computed from the land use and/or soil type data. ...for all the sub-basins in the watershed using either the basin data or map data method.934 bytes (128 words) - 15:20, 20 October 2017
- ...on groups (a group may be used because sometimes the equation to compute a travel time may be a function of another equation). The following is an example wm EQ Lc / V DEF Time of travel UNITS lagmin4 KB (668 words) - 15:07, 29 September 2017
- ...process of computing travel times for a selected basin from computed basin data involves the following two steps: ...d in the ''Instructions / Results'' text window until all of the necessary data are correctly defined (also any of the variables computed by WMS can be edi6 KB (845 words) - 20:27, 13 May 2020
- ..., TR-55, or any other user-defined equation. Since most equations used for travel time are functions of flow path length and slope, WMS automatically determi ...ant. When creating time computation arcs, a user should always define them from “downstream” to “upstream” in the same way that drainage arcs are d13 KB (2,122 words) - 21:44, 14 October 2022
- ;4.2.a. Basin Data Equations :[[WMS:Overview of Basin Data Equations|Overview of Basin Data Equations]]8 KB (1,104 words) - 22:12, 18 December 2019
- ...be impossible to contain all possible equations used for computing travel times, a user defined equation may be defined for any arc segment. When “user d # Equations are evaluated from left to right.2 KB (293 words) - 16:10, 15 January 2016
- :[[WMS:GSSHA Join SSURGO Data|GSSHA Join SSURGO Data]] :[[WMS:GSSHA Solution Data|GSSHA Solution Data]]9 KB (1,250 words) - 19:04, 5 May 2022
- ...he '''Hydrologic Modeling Wizard''' tool in the [[WMS:Get Data Toolbar|get data toolbar]] ([[Image:GetDataToolbar1.png]]). ...for defining a project filename. This filename is used when saving files from the hydrologic modeling wizard.11 KB (1,687 words) - 18:07, 15 January 2024
- :[[WMS:Where Can I Get Data?|Where Can I Get Data?]] :[[WMS:Get Data Toolbar|Get Data Toolbar]]23 KB (3,071 words) - 22:58, 9 January 2023
- :[[WMS:Where Can I Get Data?|Where Can I Get Data?]] :[[WMS:Get Data Toolbar|Get Data Toolbar]]22 KB (2,908 words) - 23:03, 9 January 2023
- :[[WMS:Where Can I Get Data?|Where Can I Get Data?]] :[[WMS:Get Data Toolbar|Get Data Toolbar]]22 KB (2,917 words) - 21:07, 6 February 2023
- :[[WMS:Where Can I Get Data?|Where Can I Get Data?]] :[[WMS:Get Data Toolbar|Get Data Toolbar]]22 KB (2,974 words) - 23:02, 9 January 2023
- :[[WMS:Where Can I Get Data?|Where Can I Get Data?]] :[[WMS:Get Data Toolbar|Get Data Toolbar]]22 KB (2,928 words) - 21:31, 21 November 2023
- :[[WMS:Where Can I Get Data?|Where Can I Get Data?]] :[[WMS:Get Data Toolbar|Get Data Toolbar]]25 KB (3,355 words) - 22:56, 9 January 2023
- Image:TOPAZ Delineation.png|'''Figure 1:''' Delineation from the TOPAZ results only (not including the roads as streams) ...ms. It is important to note that streams have been made in both directions from the outlets in order to "capture" the area that will flow to each outlet.10 KB (1,729 words) - 20:51, 20 May 2020
- ...on. It is recommended that the source term time step be no greater than 10 times the propagation time step. WAM interpolates between these intervals to atta ...into SMS as datasets. The WAM file it creates is the "integrated parameter map file."7 KB (1,144 words) - 23:17, 22 May 2020
- The '''Delete''' command will delete all feature objects and any unsaved data. The '''Coverage Properties''' command will bring up a ''Properties'' dialog. From the Coverage ''Properties'' dialog the model coverage can be can be changed10 KB (1,698 words) - 21:18, 17 December 2019
- For HMS, all of the parameters (properties) are edited from the same ''HMS Properties'' dialog. The dialog is reached through the '''Ed ...e display for the different parameters associated with a given methodology from the ''Show'' column.44 KB (6,812 words) - 19:08, 1 April 2020
- * [[WMS:File Menu#Edit File|View Data File]] | 204 | IDD_CHOOSETEXTEDITOR * [[Data Calculator|Data Calculator]] | 471 | IDD_DATA_CALCULATOR22 KB (2,627 words) - 22:23, 27 January 2020
- * [[WMS:File Menu#Edit File|View Data File]] | 204 | IDD_CHOOSETEXTEDITOR * [[Data Calculator|Data Calculator]] | 471 | IDD_DATA_CALCULATOR25 KB (3,064 words) - 22:24, 27 January 2020
- * [[WMS:File Menu#Edit File|View Data File]] | 204 | IDD_CHOOSETEXTEDITOR * [[Data Calculator|Data Calculator]] | 471 | IDD_DATA_CALCULATOR25 KB (3,075 words) - 19:58, 1 September 2022
- * [[WMS:File Menu#Edit File|View Data File]] | 204 | IDD_CHOOSETEXTEDITOR * [[Data Calculator|Data Calculator]] | 471 | IDD_DATA_CALCULATOR25 KB (3,079 words) - 18:13, 16 May 2023
- * [[WMS:File Menu#Edit File|View Data File]] | 204 | IDD_CHOOSETEXTEDITOR * [[Data Calculator|Data Calculator]] | 471 | IDD_DATA_CALCULATOR24 KB (2,949 words) - 22:22, 27 January 2020
- * [[WMS:File Menu#Edit File|View Data File]] | 204 | IDD_CHOOSETEXTEDITOR * [[Data Calculator|Data Calculator]] | 471 | IDD_DATA_CALCULATOR26 KB (3,205 words) - 18:12, 16 May 2023
- The Bridge Scour coverage will take an existing dataset from a 2d hydraulic modeling of a bridge crossing or proposed bridge crossing si ...hydraulics and sediment transport. This location should be just upstream from where the flows in the stream begin to converge towards the channel and spa19 KB (3,127 words) - 21:38, 28 August 2020
- The Bridge Scour coverage will take an existing dataset from a 2d hydraulic modeling of a bridge crossing or proposed bridge crossing si ...hydraulics and sediment transport. This location should be just upstream from where the flows in the stream begin to converge towards the channel and spa23 KB (3,766 words) - 16:45, 14 October 2022
- ==''HEC-1 Basin Data'' Dialog== ...'' | '''Edit Parameters...''' in WMS and then choosing '''Basin Data...''' from the ''Edit HEC-1 Parameters'' dialog.23 KB (3,573 words) - 16:06, 14 July 2020
- ...ration date by selecting the ''[[WMS:Help Menu|Help | Register]]'' command from WMS. You can renew your maintenance by visiting [http://www.aquaveo.com Aqu *14794 GUI Test: Can't see map from new source160 KB (20,896 words) - 17:17, 27 March 2024
