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- [[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 l12 KB (1,552 words) - 23:12, 28 February 2018
- * [[HY8:Energy Dissipators|Energy Dissipation]] | 244 | IDD_HY8_ENERGY_DISSIPATION22 KB (2,627 words) - 22:23, 27 January 2020
- * [[HY8:Energy Dissipators|Energy Dissipation]] | 244 | IDD_HY8_ENERGY_DISSIPATION24 KB (2,949 words) - 22:22, 27 January 2020
- * [[HY8:Energy Dissipators|Energy Dissipation]] | 244 | IDD_HY8_ENERGY_DISSIPATION25 KB (3,064 words) - 22:24, 27 January 2020
- * [[HY8:Energy Dissipators|Energy Dissipation]] | 244 | IDD_HY8_ENERGY_DISSIPATION25 KB (3,075 words) - 19:58, 1 September 2022
- * [[HY8:Energy Dissipators|Energy Dissipation]] | 244 | IDD_HY8_ENERGY_DISSIPATION25 KB (3,079 words) - 18:13, 16 May 2023
- * [[HY8:Energy Dissipators|Energy Dissipation]] | 244 | IDD_HY8_ENERGY_DISSIPATION26 KB (3,205 words) - 18:12, 16 May 2023
