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Journal of Hydraulic Research is a peer-reviewed journal published by Taylor & Francis, covering Hydrology and Sediment Transport Processes, Hydraulic flow and structures, Fluid Dynamics and Turbulent Flows.
| Publisher | Taylor & Francis |
|---|---|
| Reference style | Author–year (Chicago, T&F) Author–year — (Smith, 2023) in the text Smith, Ada, Ben Jones, and Cara Lee. 2023. "A Representative Article Title." Journal of Hydraulic Research 12 (3): 45–58.
Formats any DOI in Journal of Hydraulic Research style. No sign-up. |
| Publishes research in | Hydrology and Sediment Transport Processes Hydraulic flow and structures Fluid Dynamics and Turbulent Flows Water Systems and Optimization Soil erosion and sediment transport |
| ISSN | 0022-1686 |
| Citation impact (2-yr) | 1.56 |
| h-index | 130 |
| i10-index | 1,957 |
| Total citations | 102,548 |
| Top institutions publishing here | École Polytechnique Fédérale de Lausanne |
| Journal website | www.tandfonline.com |
| You get | A submission-ready PDF and the editable LaTeX source — ready to submit. |
Citations each year’s papers have accumulated so far — the most recent years are still building up.
Bedload transport in gravel-bed rivers is accomplished by means of the mobilization of grains exposed on the bed surface. This mobilization is due to the action of fluid forces on the exposed grains. Substrate particles can participate in the bedload only to the extent that local or global scour results in their exposure on the…
A “state of the art“ report on the subject of local scour around cylindrical piers is given here. After a description of the scouring process, a critical review of literature on model and field data is presented, and the empirical data are compared with theoretical considerations. The final result is a set of design suggestions…
(1969). On The Subject Of A Flood Propagation Computation Method (Musklngum Method) Journal of Hydraulic Research: Vol. 7, No. 2, pp. 205-230.
Results are presented of a series of experiments in which were measured: the mean critical bed shear stress at SHIELDS' grain-movement condition and at the initiation of non-ceasing scour, the rate of bedload transport, the average particle velocity, the rate of deposition, and the average length of individual steps of saltating bed-load particles, in water,…
Scale effects arise due to force ratios which are not identical between a model and its real-world prototype and result in deviations between the up-scaled model and prototype observations. This review article considers mechanical, Froude and Reynolds model–prototype similarities, describes scale effects for typical hydraulic flow phenomena and discusses how scale effects are avoided, compensated…
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