Siltation of reservoirs is a major concern in Zimbabwe. Therefore, developm
ent of prediction tools is of great importance. In the present study a rece
ntly developed empirical sediment model (MV-SED) based on a daily rainfall-
runoff model was applied to stimulate riverine fine sediment transport in a
2 486 km(2) catchment in eastern Zimbabwe. The model performance was evalu
ated and changes in the model structure were suggested. The modelling was.
however, associated with many uncertainties due to the adopted simplificati
on of transport processes, An analysis of the model structure and a compari
son with the rating curve function was done. The required length of data fo
r calibration purposes was evaluated and model validation through split sam
ple and proxy basin comparison was performed, Furthermore, since the empiri
cal model was dependent on monitored runoff and fine sediment.,concentratio
ns for calibration purposes, a field measurement campaign was conducted to
assess the accuracy of observed data at the station studied,The field measu
rements showed large errors in monitored runoff and fine sediment concentra
tions for the 1998/99 wet season, which illustrated the uncertainty in pred
ictions of fine sediment transport based on observed data. The HBV-SED mode
l, which was applied over a period when data were believed to be fairly acc
urate, simulated the fine sediment transport volume well for the validation
period if it was calibrated for a minimum of four years. A shorter calibra
tion period led to a significant increase in prediction uncertainty. The mo
del failed to simulate individual high fine sediment peaks accurately mainl
y due to poor performance of the rainfall-runoff model on a daily time-scal
e even if the seasonal flow dynamics were described properly. In the studie
d catchment the HBV-SED model application resulted in equally poor R-2-valu
es as the rating curve technique, while thee estimated fine sediment volume
was more accurate.