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  • HY8:Culvert Crossing Data
    ==Input Crossing and Culvert data== ...ossing Data'' window, the site, culvert, tailwater, discharge, and roadway data are all entered.
    1 KB (208 words) - 14:23, 17 October 2016
  • WMS:Culvert and Site Data
    ...|thumb|none|left|550 px|HY8 Modeling Wizard showing the ''Culvert and Site Data'' step.]] ...crossing. A user can edit the culvert and site data associated with each crossing by clicking on the '''Edit''' button in the dialog.
    1 KB (208 words) - 15:23, 20 October 2017
  • HY8:Run Analysis
    ...om the ''Culvert Crossing Data Window'', the ''Culvert'' menu, or from the culvert toolbar [[File:RunAnalysisIcon.png]]. ...ng the analysis, it also possible to view individual [[HY8:Culvert Summary|culvert summary tables]], [[HY8:Water Surface Profiles|water surface profiles]], th
    1 KB (190 words) - 15:41, 7 October 2016
  • HY8:Culvert Data
    ...plorer window and selecting '''Input Properties'''. The following culvert data are required: * [[HY8:Culvert Type|Culvert Type]]
    824 bytes (113 words) - 20:35, 2 August 2022
  • HY8:Crossing Summary
    ...t in showing the balance of discharge moving through the culvert(s) at the crossing and over the roadway. The following variables are displayed in the table: ...''': the elevation of the headwater when the flow is balanced between the culvert(s) and roadway.
    1 KB (174 words) - 15:19, 7 October 2016
  • WMS:HY-8 Culvert Crossing Data
    #REDIRECT [[HY8:Culvert Crossing Data]]
    39 bytes (5 words) - 14:40, 3 October 2016
  • HY-8:Input Culvert Crossing Data
    #redirect [[HY8:Culvert Crossing Data]]
    39 bytes (5 words) - 14:38, 3 October 2016
  • HY-8:Culvert Crossing Data Window
    #redirect [[HY8:Culvert Crossing Data]]
    39 bytes (5 words) - 14:38, 3 October 2016
  • HY-8:Culvert Crossing Data Dialog
    #redirect [[HY8:Culvert Crossing Data]]
    39 bytes (5 words) - 14:38, 3 October 2016
  • HY-8:Culvert Crossing Data
    #REDIRECT [[HY8:Culvert Crossing Data]]
    39 bytes (5 words) - 14:37, 3 October 2016
  • HY8:Crossings
    .... A project may contain multiple crossings, as seen in Figure 1, and each crossing may contain one or multiple culverts (Figure 2). ...Crossings2.jpg|thumb|none|left|350 px|Figure 2. One or More Culverts at a Crossing.]]
    787 bytes (120 words) - 18:28, 3 January 2017
  • HY8:Building a Project
    ...or multiple culverts at one or more crossings. The process of building a culvert project involves the following steps: * [[HY8:Culvert Crossing Data|Culvert Crossing Data]]
    481 bytes (70 words) - 14:47, 3 October 2016
  • HY8:Tables and Plots
    After analyzing the culvert crossing, the following tables and plots can be viewed: * [[HY8:Crossing Summary|Crossing Summary Table]]
    539 bytes (74 words) - 16:09, 29 November 2017
  • WMS:Run Culvert Analysis
    ...sis'' step is used to run the culvert crossing and view the results of the culvert analysis. ...eed to be fixed and a button is available in this dialog to go back to the crossing parameters dialog and fix any errors. Unless all errors are fixed, the ana
    703 bytes (115 words) - 15:23, 20 October 2017
  • HY8:Tailwater Data
    ===Tailwater Data=== ...tions for calculating the tailwater rating curve downstream from a culvert crossing:
    756 bytes (104 words) - 14:36, 4 October 2016
  • HY8:Culvert Summary
    ...rossing. Each culvert's properties can be viewed by selecting the desired culvert from the drop-down list. The following properties are represented in the t * '''Total Discharge''': Total discharge at the culvert crossing
    2 KB (273 words) - 18:26, 10 April 2017
  • HY8:Getting Started
    ...t hydraulic computations creating a number of essential features that make culvert analysis and design easier. *Multiple culvert barrels at a single crossing as well as multiple crossings
    2 KB (285 words) - 15:09, 2 July 2018
  • HY8:Constant Tailwater Elevation
    ...or example, the design elevation of a lake, bay, or estuary into which the culvert(s) discharge. [[Category:Crossing Data|C]]
    460 bytes (72 words) - 14:30, 4 October 2016
  • HY8:AOP
    ...aquatic organisms, such as fish and amphibians, are able to pass through a culvert from the outlet to the inlet. There are several approaches to determine aq ...ssage are excessive velocity, culvert length, depth that is too shallow, a culvert that is perched (requiring a fish to jump) or perched too high, and excessi
    2 KB (265 words) - 23:20, 28 February 2018
  • WMS:Define Culvert Roadway Data
    ...|none|left|550 px|HY8 Modeling Wizard showing the ''Define Culvert Roadway Data'' step.]] ...step is used to define the culvert and roadway centerlines as arcs and the data associated with these structures.
    2 KB (348 words) - 15:15, 20 October 2017
  • WMS:HY8 Modeling Wizard
    ...selecting the HY-8 modeling wizard tool in the [[WMS:Get Data Toolbar|Get Data Toolbar]] ([[Image:GetDataToolbar1.png]]). # [[WMS:Watershed Data|Watershed Data]]
    2 KB (316 words) - 16:38, 27 February 2018
  • HY8:AOP Stream Simulation
    ...ter the gradations of the streambed upstream and downstream of the culvert crossing. HY-8 will only perform this analysis on crossings with one culvert.
    3 KB (461 words) - 04:24, 2 March 2018
  • HY8:AOP SS Input Reach Data
    =AOP Stream Simulation, Input Reach Data= ...w directly, or if the flow has already been entered in the ''Culvert Input Data'' dialog, select the flow in the drop down menu. If multiple flows are bel
    2 KB (355 words) - 16:21, 1 December 2016
  • WMS:Path of Data from WMS To HY8
    =The Path of Data from WMS to HY8 in the HY8 Modeling Wizard= ...lows: Discharge Data, Tailwater Data, Roadway Data, Culvert Data, and Site Data. These categories can be seen in the HY-8 interface.
    5 KB (747 words) - 15:01, 20 October 2017
  • HY8:Report Generation
    ...or just one or multiple crossings. Select from the available fields which data to include and what order to report. The report file type can be a rich te ===Choose Crossing(s) to Include:===
    2 KB (306 words) - 20:25, 28 February 2018
  • WMS:Crossing Discharge Data
    ...humb|none|left|550 px|HY8 Modeling Wizard showing the ''Crossing Discharge Data'' step.]] The ''Crossing Discharge Data'' step allows pulling a hydrograph from the hydrologic simulation, use the
    1 KB (213 words) - 15:22, 20 October 2017
  • WMS:Elevation Discharge Relationship
    .... The ''Elevation Discharge Input'' dialog is used to set up the discharge data. ...e an HY-8 culvert crossing. The elevation-discharge computations for this crossing are then assigned to the WMS Elevation Discharge relationship. The hydrogr
    2 KB (274 words) - 14:50, 4 October 2016
  • HY8:HY-8 User Manual 7.5
    |subtitle=FHWA HY-8 Culvert Analysis Software === HY-8 Culvert Analysis Program ===
    5 KB (626 words) - 19:07, 2 March 2018
  • HY8:LOWFLOW SS Align and Size Culvert
    =Low Flow Hydraulics, Align and Size Culvert= ....jpg|thumb|600 px|''Low Flow Hydraulics'' dialog show the ''Align and Size Culvert'' options.]]
    5 KB (776 words) - 14:57, 12 October 2016
  • HY8:Discharge Data
    ==Discharge Data== There are options to enter discharge data into HY-8: "Minimum, Design, and Maximum", "User-Defined", and "Recurrence"
    2 KB (242 words) - 20:30, 28 February 2018
  • WMS:Setup Tailwater Channel
    ...channel in much the same way as defining a roadway centerline or a culvert crossing centerline in a previous wizard step. ...the tailwater centerline arcs, start at the downstream end of the culvert crossing arc and create an arc downstream from that location.
    2 KB (300 words) - 15:23, 20 October 2017
  • HY8:AOP SS Align and Size Culvert
    =AOP Stream Simulation, Align and Size Culvert= ...ize that there is no undo or cancel on optimize or any changes made to the culvert alignment and size.
    7 KB (1,266 words) - 15:27, 11 October 2016
  • HY8:Roadway Profile
    ...mpt will ask to enter a beginning station for the roadway when viewing the culvert from the front using the ''Views'' toolbar. ...eflect the top width of the water surface in the channel upstream from the culvert at the roadway elevation. Roadway width includes the shoulders, traffic la
    1 KB (203 words) - 14:17, 4 October 2016
  • HY8:Controlling Plot Display Options
    ...ng the culvert crossing data, analyzing the culvert crossing, and defining culvert notes. The right-click menu for a performance curve would not include thes [[Image:HY8image ExportCrossing.jpg|thumb|none|450 px|Example of the ''Export Crossing'' dialog.]]
    2 KB (375 words) - 22:02, 5 May 2020
  • HY8:Channel Shape
    ...put data window. The user must enter a slope greater than zero before the crossing may be analyzed. ...ert Elevation — User must enter the elevation of the channel at the culvert outlet. The program will show actual barrel #1 outlet invert elevation.
    1 KB (195 words) - 16:44, 2 March 2018
  • HY8:Rating Curve
    ...annel invert elevation (generally the same as the downstream invert of the culvert) is required so that a tailwater depth can be computed from the rating curv [[Category:Crossing Data|R]]
    585 bytes (89 words) - 14:28, 4 October 2016
  • HY8:Differences from DOS HY-8
    ...plorer then makes it easy to toggle back and forth between the alternative crossing designs. ...culvert shape, inlet conditions, and site data define a culvert within the crossing. This grouping, and therefore subsequent tabbing through the main input sc
    7 KB (1,245 words) - 16:26, 28 February 2018
  • HY8:Layout
    The main HY-8 window has many sections and areas to give quick access to data and tools. The Graphics Window is where data is rendered and data is manipulated using tools.
    11 KB (1,625 words) - 14:02, 23 May 2017
  • WMS:Storage Capacity Data
    ...|thumb|none|left|550 px|HY8 Modeling Wizard showing the ''Storage Capacity Data'' step.]] ...torage capacity data and to route the hydrograph at the outlet through the culvert.
    2 KB (296 words) - 15:25, 20 October 2017
  • HY8:LOWFLOW SS Input Data
    =Low Flow Hydraulics, Input Reach Data= ...pg|thumb|none|600 px|''Low Flow Hydraulics'' dialog show the ''Input Reach Data'' options.]]
    2 KB (313 words) - 14:53, 12 October 2016
  • HY8:Roadway Data
    When defining the roadway data for the culvert, the following parameters are required: [[Category:Crossing Data|R]]
    1 KB (177 words) - 20:38, 28 February 2018
  • WMS:WMS User Manual vol. 3
    :[[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
  • SMS:What's New in SMS 12.1
    * Significant revisions to management of images and GIS data through a new GIS module. * Functionality to load/use cross section and centerline data from HEC-RAS simulations added.
    7 KB (1,168 words) - 18:15, 20 January 2023
  • SMS:SRH-2D Structures
    * In the region of structures that represent one dimensional flow (Weir, Culvert, Gate) the two dimensional flow is disabled. SRH-2D will identify cells/ele ==Culvert - HY8 Approach==
    35 KB (5,402 words) - 16:46, 25 January 2024
  • SMS:FESWMS Hydraulic Structures
    ...f the defined floodplain elements; in this instance, consider modeling the culvert with two-dimensional elements. Units entered into dialogs are determined by ==Culvert==
    16 KB (2,463 words) - 14:19, 10 June 2019
  • WMS:WMS User Manual 11.0
    :[[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:WMS User Manual 11.1
    :[[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:WMS User Manual 10.1
    :[[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:WMS User Manual 11.2
    :[[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
  • SMS:SRH-2D Errors
    | Time series data used to define inflows/outflows, time varying water surface elevations, or ...ue per defined time. Review the ''XY Series Editor'' where the time series data is defined for the boundary conditions and remove any duplicate time entrie
    25 KB (4,119 words) - 23:15, 22 February 2024
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