Sediment and solute transport in a representative basin
Bibliographic Data
| ID | 8384443 |
|---|---|
| Authors | PHILLIP M GEARY, Phillip Geary (0000-0002-3161-0632, Changjiang Water Resources Commission, corresponding author) |
| Year | 1981 |
| Volume | 19 |
| Issue | 2 |
| Pages | 161-176 |
| Publication date | 1981-10-01 |
| Open Access | Yes |
| Type | ARTICLE |
| Venue | Australian Geographical Studies (JOURNAL) |
| Journal identifiers | ISSN: 0004-9190 • E-ISSN: 1467-8470 |
| Publisher | Wiley (PUBLISHER • GB) |
| DOI | 10.1111/j.1467-8470.1981.tb00384.x |
| OpenAlex | W1968875494 |
| Language | EN |
| Citations received | 2 |
| References cited | 7 |
Suspended sediment and total dissolved material concentrations in stream flow were studied in Deep Creek Representative Basin near Cessnock, N.S.W. between April, 1976 and June, 1977. Sediment and solute transport rates were calculated at two gauging stations for individual flood events and low flow periods using the hourly hydrograph record, stage/season concentration‐discharge relationships and calculated rating curves. Limitations in the use of the rating curve suggest that during flood hydrographs of long return period, calculated transport rates may be in error. A continuous record of concentration variation was sampled during one runoff event enabling comparisons to be made between methods of load calculation. For the satisfactory calculation of transport rates during extreme flood hydrographs, it is essential that concentration variation be accurately defined
Flood myth · Flow (mathematics · Geography · Geomorphology · Geotechnical engineering · Hydrograph · Hydrology (agriculture · Rating curve · Return period · Sediment · Sediment transport · Structural basin · Surface runoff · Ecology · Environmental Science · Geology · Hydrology and Sediment Transport Processes · Hydrology and Watershed Management Studies · Mathematics · Water Quality and Resources Studies
| Citations per year | 0.05 |
|---|---|
| Citation span | 1982 - 1995 (14) |
| Highly cited | No |