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  • ...t can be used to compute scour hole sizes and design internal and external dissipators. It outlines the following steps that can be used when designing a culvert HEC-14 also describes the energy dissipators and their limitations as follows:
    3 KB (482 words) - 16:00, 1 December 2016
  • #REDIRECT [[HY8:Energy Dissipators]]
    36 bytes (4 words) - 14:26, 10 October 2016
  • #REDIRECT [[HY8:Energy Dissipators]]
    36 bytes (4 words) - 14:20, 10 October 2016
  • #redirect [[HY8:Energy Dissipators]]
    36 bytes (4 words) - 14:24, 10 October 2016

Page text matches

  • #redirect [[HY8:Energy Dissipators]]
    36 bytes (4 words) - 14:24, 10 October 2016
  • #redirect [[HY8:Energy Dissipators]]
    36 bytes (4 words) - 14:24, 10 October 2016
  • #REDIRECT [[HY8:Energy Dissipators]]
    36 bytes (4 words) - 14:20, 10 October 2016
  • #REDIRECT [[HY8:Energy Dissipators]]
    36 bytes (4 words) - 14:26, 10 October 2016
  • ...t intervals along the channel reach. Two types of Drop Structure External Dissipators are available: [[Category:Energy Dissipators|D]]
    433 bytes (64 words) - 14:52, 10 October 2016
  • The five types of At-Stream-Bed Structure External Energy Dissipators are available in the program: [[Category:Energy Dissipators|S]]
    466 bytes (67 words) - 14:51, 11 October 2016
  • ...or circular culverts. Variables for these [[HY8:Energy Dissipators|energy dissipators]] are described below. ...ng figure shows the flow regimes and variables for an increased resistance energy dissipator implemented in a circular culvert.
    1 KB (231 words) - 16:49, 30 November 2016
  • [[Category:Energy Dissipators|U]]
    383 bytes (57 words) - 14:41, 10 October 2016
  • ...or circular culverts. Variables for these [[HY8:Energy Dissipators|energy dissipators]] are described below. The following figures show two configurations of tumbling flow dissipators.
    3 KB (506 words) - 15:59, 1 December 2016
  • [[Category:Energy Dissipators|U]]
    506 bytes (83 words) - 15:03, 10 October 2016
  • ...geometry. Chapter 5 of FHWA publication HEC 14, Hydraulic Design of Energy Dissipators for Culverts and Channels, dated July 2006, presents the general concept an [[Category:Energy Dissipators|S]]
    2 KB (259 words) - 14:26, 10 October 2016
  • [[Category:Energy Dissipators|U]]
    595 bytes (91 words) - 14:50, 11 October 2016
  • [[Category:Energy Dissipators|U]]
    961 bytes (108 words) - 15:01, 10 October 2016
  • ...t can be used to compute scour hole sizes and design internal and external dissipators. It outlines the following steps that can be used when designing a culvert HEC-14 also describes the energy dissipators and their limitations as follows:
    3 KB (482 words) - 16:00, 1 December 2016
  • The four types of Stilling Basins External Energy Dissipators available in the program: [[Category:Energy Dissipators|S]]
    2 KB (375 words) - 14:51, 2 November 2017
  • [[Category:Energy Dissipators|S]]
    879 bytes (142 words) - 15:07, 10 October 2016
  • ;6. Energy Dissipation :[[HY8:Energy Dissipators|Energy Dissipators]]
    5 KB (626 words) - 19:07, 2 March 2018
  • [[Category:Energy Dissipators|R]]
    1 KB (198 words) - 14:36, 11 October 2016
  • [[Category:Energy Dissipators|C]]
    1 KB (180 words) - 14:39, 11 October 2016
  • [[Category:Energy Dissipators|S]]
    2 KB (345 words) - 14:51, 10 October 2016
  • [[Category:Energy Dissipators|B]]
    2 KB (340 words) - 14:48, 10 October 2016
  • ...for the given culvert and flow. Designs which do not dissipate sufficient energy are discarded. The criteria of the remaining designs are numbered and disp [[Category:Energy Dissipators|C]]
    3 KB (395 words) - 14:50, 11 June 2018
  • [[Category:Energy Dissipators|H]]
    3 KB (543 words) - 14:46, 11 October 2016
  • ...on''' – Opens the ''Energy Dissipation'' dialog which allows several energy dissipating structures to be used with culverts. ...ds, J. Sterling Jones, and Joseph N. Bradley. ''Hydraulic design of energy dissipators for culverts and channels.'' No. HEC 14. 2006.)
    11 KB (1,625 words) - 14:02, 23 May 2017
  • ...supercritical flow rapidly becomes subcritical flow. As the flow changes, energy is lost to turbulence. However, momentum is conserved across the jump. T If the outlet is submerged, HY-8 uses the energy equation to determine the hydraulic grade line. Once the hydraulic grade l
    12 KB (1,552 words) - 23:12, 28 February 2018
  • * [[HY8:Energy Dissipators|Energy Dissipation]] | 244 | IDD_HY8_ENERGY_DISSIPATION
    22 KB (2,627 words) - 22:23, 27 January 2020
  • * [[HY8:Energy Dissipators|Energy Dissipation]] | 244 | IDD_HY8_ENERGY_DISSIPATION
    24 KB (2,949 words) - 22:22, 27 January 2020
  • * [[HY8:Energy Dissipators|Energy Dissipation]] | 244 | IDD_HY8_ENERGY_DISSIPATION
    25 KB (3,064 words) - 22:24, 27 January 2020
  • * [[HY8:Energy Dissipators|Energy Dissipation]] | 244 | IDD_HY8_ENERGY_DISSIPATION
    25 KB (3,075 words) - 19:58, 1 September 2022
  • * [[HY8:Energy Dissipators|Energy Dissipation]] | 244 | IDD_HY8_ENERGY_DISSIPATION
    25 KB (3,079 words) - 18:13, 16 May 2023
  • * [[HY8:Energy Dissipators|Energy Dissipation]] | 244 | IDD_HY8_ENERGY_DISSIPATION
    26 KB (3,205 words) - 18:12, 16 May 2023