The effects of shear stress, suspended sediment concentration, and shear strength of bed on the erosion rates of a cohesive bed in an open channel with salt water have been investigated. The deposition rates of suspended cohesive sediment and the patterns of bed erosion have been studied to a lesser extent. For the experimental range…
Journal of the Hydraulics Division Template
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About the Journal of the Hydraulics Division format
Journal of the Hydraulics Division is a peer-reviewed journal published by ASCE, covering Hydraulic flow and structures, Hydrology and Sediment Transport Processes, Hydrology and Watershed Management Studies.
| Publisher | ASCE |
|---|---|
| Reference style | Author–year (ASCE) Author–year — (Smith, 2023) in the text Smith, A., B. Jones, and C. Lee. (2023). "A representative article title." Journal of the Hydraulics Division, 12(3), 45–58.
Formats any DOI in Journal of the Hydraulics Division style. No sign-up. |
| Publishes research in | Hydraulic flow and structures Hydrology and Sediment Transport Processes Hydrology and Watershed Management Studies Water Systems and Optimization Fluid Dynamics and Turbulent Flows |
| ISSN | 0044-796X |
| h-index | 121 |
| i10-index | 1,144 |
| Total citations | 71,376 |
| Top institutions publishing here | Colorado State University |
| You get | A submission-ready PDF and the editable LaTeX source — ready to submit. |
Papers published in Journal of the Hydraulics Division per year
Citation impact of Journal of the Hydraulics Division by publication year
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Most-cited papers in Journal of the Hydraulics Division
The relationship of sediment transport to fluid flow is considered. Physical reasoning leads to dimensionless groupings of the variables which are different for coarse sediment and for fine sediment, because of dissimilar modes of transport. This concept provides a basis for a new analysis of data from flume experiments, and a method for dealing with…
Direct solutions of pipe flow problems are not possible because of the implicit form of Colebrook-White equation which expresses the hydraulic resistancee of commercial pipes. The three basic and major problems encountered in hydraulic engineering practice are the determination of pipe diameter, the discharge and the head loss. The solution of these problems on conventional…
Simple computational procedure whereby average daily potential evapotranspiration is represented as proportional to product of day-time hours squared and to saturated water vapor concentration at mean temperature; day time factor depends on consideration of disparity between net radiation and temperature, and fact that transpiration is restricted during darkness since leaf stomata are closed; comparison with…
Field data are used to study the size distribution of bedload in paved gravel-bed streams. Similarity analysis yields the results that all grain size ranges are of approximately equal transportability when the critical condition for breaking the pavement is exceeded. This result is only approximately correct due to deviations from similarity. However, it is adequate…