Downstream hydraulic geometry of rivers in Victoria, Australia |
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| Authors: | Ronald C De Rose Michael J Stewardson Ciaran Harman |
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| Institution: | aCSIRO Land and Water, Canberra, 2601 ACT, Australia;bCivil and Environmental Engineering, The University of Melbourne, 3010 VIC, Australia;ceWater CRC Pty Ltd, Canberra, 2601 ACT, Australia;dDepartment of Geography, University of Illinois, Illinois, USA |
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| Abstract: | Downstream variation of hydraulic geometry in rivers, characterized by fine textured banks and low width to depth ratios (7–25), is investigated in Victoria, Australia, with the aim of developing predictive models of channel geometry for large-scale spatial modeling applications. A one-dimensional hydraulic model is used to determine the mean bank-full geometry and discharge (Qbf) for 93 sites which are investigated in relation to discharge of fixed average recurrence interval (ARI). The median bank-full ARI is estimated at 0.8 years with 75% of sites between 0.5 and 2.5 years. Exponents in the downstream hydraulic geometry relations for width, depth and velocity are respectively 0.43, 0.40 and 0.18 (Q = Qbf) and 0.44, 0.38 and 0.03 (Q = Q2, i.e., 2-year ARI), falling near the mode of global values. Q2 and slope explain 66% of variance in Qbf, while Q2 explains 73% and 69% of the variance in width and depth relations, respectively: Q2 provides a reliable substitute for Qbf in spatial modeling applications. Spatial variation in hydraulic geometry relations within and between river basins remains largely unexplained. The W/D ratio characteristically decreases with increasing distance along the lower reaches of most rivers and this has contributed to the lower than expected value for the width exponent. |
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| Keywords: | Hydraulic geometry Channel morphology Bank-full discharge Recurrence interval |
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