748.6 High Water Surface Elevation: Difference between revisions
m Per Bridge, updated links & verbiage (Design High Water changed to Design Flood Elevation or Normal High Water and High Water changed to Base Flood Elevation). Figure updated w/ new verbiage |
m Updated website links (for increased security) |
||
| (One intermediate revision by the same user not shown) | |||
| Line 8: | Line 8: | ||
The base flood elevation is defined the same as the design flood elevation except that the discharge is based on Base (100-year) Flood frequency. | The base flood elevation is defined the same as the design flood elevation except that the discharge is based on Base (100-year) Flood frequency. | ||
==748.6.3 Freeboard High Water== | ==748.6.3 Freeboard High Water== | ||
The high water surface elevation for freeboard is the design water surface elevation for the [[748.3 Freeboard#748.3.5 Bridges and Culverts|freeboard]] design frequency discharge at the lower limit of the bridge superstructure (with structure in place). Consideration should be given to using the approach high water surface elevation, which is the water surface elevation just upstream of the bridge, as the freeboard high water elevation when the minimum freeboard is at the upstream edge/girder of the bridge. The freeboard high water surface elevation should not be lower than the [ | The high water surface elevation for freeboard is the design water surface elevation for the [[748.3 Freeboard#748.3.5 Bridges and Culverts|freeboard]] design frequency discharge at the lower limit of the bridge superstructure (with structure in place). Consideration should be given to using the approach high water surface elevation, which is the water surface elevation just upstream of the bridge, as the freeboard high water elevation when the minimum freeboard is at the upstream edge/girder of the bridge. The freeboard high water surface elevation should not be lower than the [https://epg.modot.org/index.php?title=750.3_Bridges#750.3.2.4.1_Normal_Water_Surface_Elevation normal water surface elevation]. | ||
The location of the freeboard high water surface elevation should be noted in the hydraulics report. | The location of the freeboard high water surface elevation should be noted in the hydraulics report. | ||
| Line 18: | Line 17: | ||
==748.6.4 Accuracy== | ==748.6.4 Accuracy== | ||
See [ | See [https://epg.modot.org/index.php?title=751.5_Structural_Detailing_Guidelines#Hydraulic_Data EPG 751.5.2.1, Hydraulic Data]. | ||
[[Category:748 Hydraulics and Drainage|748.06]] | [[Category:748 Hydraulics and Drainage|748.06]] | ||
Latest revision as of 12:19, 22 October 2021
748.6.1 Design Flood Elevation
The design flood elevation is the high water surface elevation at the location of the backwater with MoDOT bridges, culverts and roadway fills in place. The frequency (for example, 25-year, 50-year) and discharge of the design flood is based on the roadway design criteria.
748.6.2 Base Flood Elevation
The base flood elevation is defined the same as the design flood elevation except that the discharge is based on Base (100-year) Flood frequency.
748.6.3 Freeboard High Water
The high water surface elevation for freeboard is the design water surface elevation for the freeboard design frequency discharge at the lower limit of the bridge superstructure (with structure in place). Consideration should be given to using the approach high water surface elevation, which is the water surface elevation just upstream of the bridge, as the freeboard high water elevation when the minimum freeboard is at the upstream edge/girder of the bridge. The freeboard high water surface elevation should not be lower than the normal water surface elevation.
The location of the freeboard high water surface elevation should be noted in the hydraulics report.