Author : Etta Haley Gunsolus
Publisher :
Page : 316 pages
File Size : 42,46 MB
Release : 2015
Category :
ISBN :
Changes in riverine discharge, such as those due to reservoir flushing, seasonal variation or extreme precipitation, can alter sediment transport rates and morphology of the stream bed. Experimental laboratory research investigated the effect of unsteady flow event hydrographs on stream bed morphological response. Laboratory experiments were conducted in a 5.0 mlong sediment transport flume with a bed comprised of a medium sand. Experimental hydrographs were composed of antecedent (base-flow), unsteady event (flood) and post-flood (return to base-flow) stages. Three distinct series of experimental laboratory runs were conducted to systematically investigate the effect of three characteristics of unsteady flow event hydrographs. Series A investigated the effect of the magnitude of the unsteady flow event hydrograph; Series B investigated the effect of the duration of the event; and Series C investigated the effect of the hydrograph shape (i.e., time-to-peak flow). Bed morphological adjustments, sediment transport rates and the composition of the sediment in transport were measured throughout all stages of the experimental runs. Measured values were compared to predicted values calculated using traditional sediment transport and bed form geometry equations assuming steady flow conditions. In general, predicted values greatly underestimated both measured values of sediment transport and bed form geometry. Results show that systematic changes in the magnitude, duration and time-to-peak flow of the unsteady hydrograph cause varying types of hysteresis (clockwise or counter-clockwise) of the sediment transport rates which has a considerable effect on the subsequent bed morphological adjustments. Shorter duration and symmetrical hydrographs exhibit counter-clockwise hysteresis while longer duration and asymmetrical hydrographs exhibit clockwise hysteresis. Results from this thesis have made considerable contributions towards evaluating the effects of unsteady flow event hydrograph characteristics to improve numerical modelling capabilities and accuracies, as well as river and dam management, engineering and restoration.