Establishing Stage‐Discharge Relationships in Multiple‐Channelled, Ephemeral Rivers: a Case Study of the Diamantina River, Australia
Establishing Stage‐Discharge Relationships in Multiple‐Channelled, Ephemeral Rivers: a Case Study of the Diamantina River, Australia
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DOI:
10.1111/j.1745-5871.2007.00457.x
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发表时间:
2007-09
影响因子:
3.3
通讯作者:
J. Bullard;G. McTainsh;P. Martin
中科院分区:
文献类型:
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作者:
J. Bullard;G. McTainsh;P. Martin
The method for deriving a stage-discharge relationship has a significant impact on the shape of the river's rating curve. We compare rating curves for a single gauging station on a mutiple-channelled river in Australia compiled using three different methods – the Urban Runoff and Basin Systems (URBS) rainfall-runoff model, an empirically-based velocity-area method, and the predictive Hydrologic Engineering Centre-River Analysis System (HEC-RAS) computer model. The rainfall-runoff model was found to predict lower discharges for stage heights over 3.5 m than both the empirically-based velocity-area method and the HEC-RAS model. The empirically-based velocity-area model predicts similar discharges to the rainfall-runoff model for stage heights less than 3 m but much higher discharges for larger flood events. The HEC-RAS model predicts higher discharges than both other rating curves at all stage heights probably due to under-estimation of the impact of surface roughness on flow velocity. The three models are discussed with particular reference to their use on multiple-channelled rivers.