Zobrazeno 1 - 10
of 37
pro vyhledávání: '"Kem C. Kadavy"'
Autor:
Sherry L. Hunt, Kem C. Kadavy
Publikováno v:
Applied Engineering in Agriculture. 37:513-521
Highlights The ADV, standard pitot tube, and RBI fiber optic probe performed as expected for the velocity measurement. Dimensionless velocity distributions trend toward a power law function for the range of L/Li, θ, and h/dc tested. The standard pit
Autor:
Sherry L. Hunt, Kem C. Kadavy
Publikováno v:
Journal of Hydraulic Engineering. 147
Scientists at the USDA Agricultural Research Service (ARS) Hydraulic Engineering Research Unit (HERU) conducted research on physical models of stilling basins (i.e., Types I, II, III, and I...
Autor:
Sherry L. Hunt, Kem C. Kadavy
Publikováno v:
Journal of Hydraulic Engineering. 147
In the literature, a classical free-surface inception point empirical relationship for smooth chutes serves as a basis for the development of a free-surface inception point relationship for...
Publikováno v:
Water, Vol 14, Iss 365, p 365 (2022)
Water; Volume 14; Issue 3; Pages: 365
Water; Volume 14; Issue 3; Pages: 365
New construction practices for roller compacted concrete (RCC) overlays and stepped chutes are changing the step geometry from a traditional square-edge, vertical face to a 45° beveled face. A large-scale 3(H):1(V) (i.e., θ = 18.4°) stepped chute
Autor:
Sherry L. Hunt, Kem C. Kadavy
Publikováno v:
Applied Engineering in Agriculture. 34:389-394
Stilling basins are commonly used as energy dissipators for structural chutes. Classical research conducted by scientists of the U. S. Bureau of Reclamation (USBR) led to the development of design criteria for a variety of stilling basin configuratio
Autor:
Sherry L. Hunt, Kem C. Kadavy
Publikováno v:
Journal of Hydraulic Engineering. 144
Estimated Splash and Training Wall Height Requirements for Stepped Chutes Applied to Embankment Dams
Autor:
Sherry L. Hunt, Kem C. Kadavy
Publikováno v:
Journal of Hydraulic Engineering. 143
Aging embankment dams are commonly plagued with insufficient spillway capacity. To provide increased spillway capacity, stepped chutes are frequently applied as an overtopping protection sy...
Autor:
Sherry L. Hunt, Kem C. Kadavy
Publikováno v:
Journal of Hydraulic Engineering. 139:60-64
Retrofitting embankment dams with stepped spillways has become a common design practice, particularly for those dams that change hazard classification from low to high. For embankment dams retrofitted with stepped spillways, the chute length is often
Publikováno v:
Journal of Hydraulic Engineering. 138:796-802
Roller compacted concrete (RCC) stepped spillways are growing in popularity for providing overtopping protection for aging watershed dams with inadequate auxiliary spillway capacity and for the construction of new dams. Site conditions, such as limit
Autor:
Sherry L. Hunt, Kem C. Kadavy
Publikováno v:
Transactions of the ASABE. 53:103-109
Many aging watershed dams require hazard classifications changes. As a result, these dams may no longer meet state and federal dam safety regulations because of inadequate spillway capacity and flood protection. Rehabilitation options for these emban