Zobrazeno 1 - 10 of 16 pro vyhledávání: '"J. Sterling Jones"'
1
Clear-Water Contraction Scour under Bridges in Pressure Flow
Autor: Stuart M. Stein, J. Sterling Jones, G. Kenneth Young, Edward R. Umbrell
Publikováno v: Journal of Hydraulic Engineering. 124:236-240
Bridges that become partially or totally submerged during large floods are subject to pressure-flow scour, a condition where the flow is directed downward and under the bridge deck, creating an increase in flow velocity and a corresponding increase i
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::3f9a1ffc7179a8d87998ce83e388ac53
https://doi.org/10.1061/(asce)0733-9429(1998)124:2(236)
Zobrazit plný text záznamu
2
Merging Laboratory and Field Data in Bridge Scour
Autor: J. Sterling Jones, Peggy A. Johnson
Publikováno v: Journal of Hydraulic Engineering. 119:1176-1181
Highway engineers are dealing with a major effort to assess and evaluate our nation's bridges for scour. Advanced technology is urgently needed to make a meaningful impact on this effort. In order to understand the process of scour at bridges, a grea
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::98a44bdf5e2ae2176526bc76024a819e
https://doi.org/10.1061/(asce)0733-9429(1993)119:10(1176)
Zobrazit plný text záznamu
6
Scour at Wide Bridge Piers
Autor: J. Sterling Jones, D. Max Sheppard
Publikováno v: Building Partnerships.
Most empirical, local scour prediction equations over predict scour depths at structures that are wide compared to the water depths where they are located. This paper discusses various researchers attempts to deal with this problem. The methods and e
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::d177ecab327be910511cbd5eaea7921a
https://doi.org/10.1061/40517(2000)408
Zobrazit plný text záznamu
8
A New Sediment Transport Formula for Local Scour Prediction
Autor: Xibing S. Dou, J. Sterling Jones
Publikováno v: Building Partnerships.
Numerical models have been developed to adequately simulate three dimensional flow around obstructions, such as bridge piers, in the flow field. Previously, however, sediment transport formulas available for predicting scour were developed for genera
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::2523e5a820d34fbd1040febc0798887e
https://doi.org/10.1061/40517(2000)410
Zobrazit plný text záznamu
9
Economic Considerations in Designing Bridge Scour Countermeasures
Autor: J. Sterling Jones, David R. Pearson, Stuart Stein
Publikováno v: Building Partnerships.
The authors originally developed a model, HYRISK., to prioritize efforts on scour evaluations for bridges with unknown foundations. The model is based on data stored in the National Bridge inventory and accounts for ADT, detour lengths, value of lost
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::766929dd338201fde04efc778fdc9f99
https://doi.org/10.1061/40517(2000)404
Zobrazit plný text záznamu
10
Storm Sewer Junction Hydraulics and Sediment Transport
Autor: Stuart Stein, Xibing Dou, Edward R. Umbrell, J. Sterling Jones
Publikováno v: WRPMD'99.
Stormwater can carry substantial loadings of suspended solids into storm sewer systems. A potentially important issue associated with sediment transport through sewers is shock loading. This occurs when periods of low flow leave significant sediment
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::eb33b1c8aabbc2333102b13f1e8e52d7
https://doi.org/10.1061/40430(1999)72
Zobrazit plný text záznamu

Vyhledávací nástroje:

Upřesnit hledání

Omezení vyhledávání
Plný text Recenzováno Digitální knihovna AV ČR
Zdroje