A technique for deriving an average event unit hydrograph from streamflow - only data for ephemeral quick-flow-dominant catchments

被引:23
作者
Croke, BFW [1 ]
机构
[1] Australian Natl Univ, Integrated Catchment Assessment & Management Ctr, Sch Resources Environm & Soc, Canberra, ACT 0200, Australia
[2] Australian Natl Univ, Dept Math, Canberra, ACT 0200, Australia
关键词
unit hydrograph; water resource management; streamflow modelling; rainfall-runoff modelling;
D O I
10.1016/j.advwatres.2005.06.005
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
A technique is presented for empirical and parametric estimation of an average event unit hydrograph response curve solely from measured streamflow data for use in rainfall-runoff models with a focus on modelling flow for natural resource management. As the technique does not require rainfall data, the unit hydrograph can be derived solely from streamflow data at a temporal resolution appropriate for the response of the catchment. The response curves derived for a number of stations show a power law relationship of decay in flow after peak that can be described using a three-parameter function. The approach is best suited to ephemeral streamflow regimes dominated by surface and near-surface runoff (quick-flow component) where flow events are well-separated and largely independent of each other. Analysis of the derived unit hydrograph for 28 quick-flow-dominated catchments illustrates the range of parameter values obtained in fitting the power law. (C) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:493 / 502
页数:10
相关论文
共 21 条
[11]   Regional analysis using the Geomorphoclimatic Instantaneous Unit Hydrograph [J].
Hall, MJ ;
Zaki, AF ;
Shahin, MMA .
HYDROLOGY AND EARTH SYSTEM SCIENCES, 2001, 5 (01) :93-102
[12]   COMPUTATION OF THE INSTANTANEOUS UNIT-HYDROGRAPH AND IDENTIFIABLE COMPONENT FLOWS WITH APPLICATION TO 2 SMALL UPLAND CATCHMENTS [J].
JAKEMAN, AJ ;
LITTLEWOOD, IG ;
WHITEHEAD, PG .
JOURNAL OF HYDROLOGY, 1990, 117 (1-4) :275-300
[13]   HOW MUCH COMPLEXITY IS WARRANTED IN A RAINFALL-RUNOFF MODEL [J].
JAKEMAN, AJ ;
HORNBERGER, GM .
WATER RESOURCES RESEARCH, 1993, 29 (08) :2637-2649
[14]   Predicting daily flows in ungauged catchments: model regionalization from catchment descriptors at the Coweeta Hydrologic Laboratory, North Carolina [J].
Kokkonen, TS ;
Jakeman, AJ ;
Young, PC ;
Koivusalo, HJ .
HYDROLOGICAL PROCESSES, 2003, 17 (11) :2219-2238
[15]   Geomorphology and kinematic-wave-based hydrograph derivation [J].
Lee, KT ;
Yen, BC .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1997, 123 (01) :73-80
[16]   General stochastic instantaneous unit hydrograph [J].
Lin, GF ;
Wang, YM .
JOURNAL OF HYDROLOGY, 1996, 182 (1-4) :227-238
[17]  
Marquardt D. W., 1963, SIAM J APPL MATH, V11, P431, DOI [DOI 10.1137/0111030, 10.1137/0111030]
[18]  
Nash J. E., 1960, Proceedings of the Institution of Civil Engineers, V17, P249, DOI [10.1680/iicep.1960.11649, DOI 10.1680/IICEP.1960.11649, 10.1680/iicep.1960.11649.]
[19]  
Nyquist H., 1928, Trans. Am. Inst. Electr. Eng, V47, P617, DOI [10.1109/T-AIEE.1928.5055024, DOI 10.1109/T-AIEE.1928.5055024, 10.1109/t-aiee.1928.5055024]
[20]   A GEOMORPHOCLIMATIC THEORY OF THE INSTANTANEOUS UNIT-HYDROGRAPH [J].
RODRIGUEZ-ITURBE, I ;
GONZALEZSANABRIA, M ;
BRAS, RL .
WATER RESOURCES RESEARCH, 1982, 18 (04) :877-886