238
Views
4
CrossRef citations to date
0
Altmetric
Research Article

An evaluation of a multi-day rainfall – runoff volume – peak discharge transform for flood frequency estimation

Pages 167-182 | Received 21 Jul 2020, Accepted 02 Sep 2020, Published online: 19 Sep 2020

References

  • Ashkanasy, N. M., and W. D. Weeks. 1975. “Flood Frequency Distribution in a Catchment Subject to Two Storm Rainfall Producing Mechanisms.” Hydrology Symposium 1975, Institution of Engineers National Conference Publication 75/3, Armidale, NSW, 153–157.
  • Ball, J., M. Babister, R. Nathan, W. Weeks, E. Weinmann, M. Retallick, and I. Testoni, Editors. 2019. Australian Rainfall and Runoff: A Guide to Flood Estimation. Commonwealth of Australia (Geoscience Australia), Canberra, ACT.
  • Boughton, W. C. 1966. “A Mathematical Model for Relating Runoff to Rainfall with Daily Data. I.E. Australia Civil Engineering Transactions.” CE8 (1), 83–97.
  • Boughton, W. C. 1975. “A New Development in Flood Frequency Estimation.” Hydrology Symposium 1975, Institution of Engineers National Conference Publication 75/3, Armidale, NSW, 31–35.
  • Boughton, W. C., and F. Chiew 2003. “Calibrations of the AWBM for Use on Ungauged Catchments.” Cooperative Research Centre for Hydrology. Technical Report 03/15.
  • Boughton, W. C., and P. I. Hill 1997. “A Design Flood Estimation Procedure Using Data Generation and A Daily Water Balance Model.” Cooperative Research Centre for Hydrology. Technical Report 97/8.
  • Bradley, A. A., and K. W. Potter. 1992. “Flood Frequency Analysis of Simulated Flows.” Water Resources Research 28 (9): 2375–2385. doi:10.1029/92WR01207.
  • Bryan Young, C., and B. M. McEnroe. 2014. “Evaluating the Form of the Rational Equation.” Journal of Hydrologic Engineering 19: 1.
  • Chiew, F. H. S., and T. A. McMahon. 1993. “Assessing the Adequacy of Catchment Streamflow Yield Estimates.” Australian Journal of Science Research 31: 665–680.
  • Cordery, I. 2006. “Water Monitoring in Australia: A Checkered History.” 30th Hydrology and Water Resources Symposium. Launceston, Tasmania, December 4-6, Institution of Engineers Australia.
  • Cordery, I., and G. Watson. 1999. “Using GRADEX to Extend Stage-discharge Relations.” Water 99: Joint Congress; 25th Hydrology & Water Resources Symposium, 2nd International Conference on Water Resources & Environment Research; Handbook and Proceedings. Barton, Australia: ACT, Institution of Engineers, 296–300.
  • Cunnane, C. 1978. “Unbiased Plotting Positions – A Review.” Journal of Hydrology 37 (3): 205–222. doi:10.1016/0022-1694(78)90017-3.
  • Ellis, W. H., and D. M. Gray. 1966. “Interrelationships between the Peak Instantaneous and Average Daily Discharges of Small Prairie Streams.” Canadian Agricultural Engineering, 8 (1): 1-3.
  • Fernandes, W., and M. Naghettini. 2008. “Integrated Frequency Analysis of Extreme Flood Peaks and Flood Volumes Using the Regionalized Quantiles of Rainfall Depths as Auxiliary Variables.” Journal of Hydrologic Engineering 13 (3): 171–179. doi:10.1061/(ASCE)1084-0699(2008)13:3(171).
  • Fischer, S., A. Schumann, and M. Schulte. 2016. “Characterisation of Seasonal Flood Types according to Timescales in Mixed Probability Distributions.” Journal of Hydrology 539: 38–56. doi:10.1016/j.jhydrol.2016.05.005.
  • FRCOLD, French Committee on Large Dams. 1994. “Design Flood Determination by the Gradex Method.” FRCOLD Design Flood Working Group Bulletin, Barrages and Reservoirs 18th Congress CIGB/ICOLD, November 2, Durban, South Africa.
  • French, R. 2013. “Discussion on “Design Flood Estimation in Western Australia” by D Flavell.” Australasian Journal of Water Resources 17: 1,105–109.
  • Fuller, W. E. 1914. “Flood Flows.” Transactions of ASCE 77: 564–617.
  • Gaál, L., J. Szolgay, S. Kohnová, J. Parajka, R. Merz, A. Viglione, and G. Blöschl. 2012. “Flood Timescales: Understanding the Interplay of Climate and Catchment Processes through Comparative Hydrology.” Water Resources Research 48: 4. doi:10.1029/2011WR011509.
  • Gaál, L., J. Szolgay, S. Kohnová, K. Hlavčová, J. Parajka, A. Viglione, R. Merz, and G. Blöschl. 2015. “Dependence between Flood Peaks and Volumes: A Case Study on Climate and Hydrological Controls.” Hydrological Sciences Journal 60 (6): 968–984. doi:10.1080/02626667.2014.951361.
  • Grayson, R. B., R. M. Argent, R. J. Nathan, T. A. McMahon, and R. G. Mein. 1996. Hydrologic Recipes. Estimation Techniques in Australian Hydrology. Clayton, Victoria: Cooperative Research Centre for Hydrology, Monash University.
  • Green, J., K. Xuereb, F. Johnson, G. Moore, and C. The. 2012. “The Revised Intensity-frequency-duration (IFD) Design Estimates for Australia – An Overview.” Proceedings of the Hydrology and Water Resources Symposium 2012. Barton, ACT, Engineers Australia, 808–815.
  • Guillot, P. 1993. “The Arguments of the GRADEX Method: A Logical Support to Assess Extreme Floods. Extreme Hydrological Events: Precipitation, Floods and Droughts.” Proceedings of the Yokohama Symposium, Yokohama, Japan, IAHS Publication 213, 287–298.
  • Guillot, P., and D. Duband. 1967. La méthod du GRADEX pour le calcul de la probabilité des crues à partir des pluies, 560–569. Vol. 84. AISH Publication, Paris, France.
  • Haddad, K., A. Rahman, and G. Kuczera. 2011. “Comparison of Ordinary and Generalized Least Squares Regression Models in Regional Flood Frequency Analysis: A Case Study for New South Wales.” Australasian Journal of Water Resources 15 (1): 59–70. doi:10.1080/13241583.2011.11465390.
  • Haddad, K., A. Rahman, and P. E. Weinmann 2008. “Development of a Generalized Least Squares Based Quantile Regression Technique for Design Flood Estimation in Victoria.” Proceedings 31st Hydrology and Water Resources Symposium, Adelaide, 2546–2557.
  • Hingray, B., C. Picouet, and A. Musy. 2014. Hydrology: A Science for Engineers. Boca Raton, USA: CRC Press.
  • Houghton, J. C. 1978. “Birth of a Parent: The Wakeby Distribution for Modelling Flood Flows.” Water Resources Research 14: 1105–1109. doi:10.1029/WR014i006p01105.
  • Institution of Engineers, Australia. 1987. Australia Rainfall and Runoff: A Guide to Flood Estimation. Editor-in-chief D.H. Vol. 1. Pilgrim, Barton: ACT.
  • Jordan, P., R. Nathan, S. Podger, M. Babister, P. Stensmyr, and J. Green. 2016. Australian Rainfall and Runoff, Book 2 Rainfall Estimation, Chapter 4 Areal Reduction Factors. Commonwealth of Australia (Geoscience Australia), Canberra, ACT.
  • Knighton, A. D., and G. C. Nanson. 2001. “An Event-based Approach to the Hydrology of Arid Zone Rivers in the Channel Country of Australia.” Journal of Hydrology 254: 102–123. doi:10.1016/S0022-1694(01)00498-X.
  • Kuczera, G., M. Babister, M. Retallick, and M. Adam. 2016. “ARR, Hinc Quo?” Australasian Journal of Water Resources 20 (2): 108–131. doi:10.1080/13241583.2017.1350090.
  • Kuczera, G., and S. Franks. 2016. Australian Rainfall and Runoff, Book 3 Peak Flow Estimation, Chapter 2 At-Site Flood Frequency Analysis. Commonwealth of Australia (Geoscience Australia), Canberra, ACT.
  • Ladson, A. 2008. Hydrology, An Australian Introduction, Chapter 10 Rainfall-Runoff Modelling. Oxford University Press, South Melbourne, Victoria.
  • Lang, S., P. Hill, M. Scorah, and D. Stephens. 2015. “Defining and Calculating Continuing Loss for Flood Estimation.” Proceedings of the 36th Hydrology and Water Resources Symposium: The Art and Science of Water, Hobart, Tasmania, Engineers Australia, 193–201.
  • McMahon, T. A., B. L. Finlayson, A. Haines, and R. Srikanthan. 1992. Global Runoff – Continental Comparisons of Annual Flows and Peak Discharges. Catena Verlag, Cremlingen- Destedt, Catena Verlag: West Germany.
  • Mediero, L., A. Jimenez-Alvarez, and L. Garrote. 2010. “Design Flood Hydrographs from the Relationship between Flood Peak and Volume.” Hydrology and Earth System Sciences 14: 2495–2505. doi:10.5194/hess-14-2495-2010.
  • Merz, R., and G. Blöschl. 2003. “A Process Typology of Regional Floods.” Water Resources Research 39 (12): 1340–1347. doi:10.1029/2002WR001952.
  • Mosquera-Machado, S., and S. Ahmad. 2007. “Flood Hazard Assessment of the Atrato River in Columbia.” Water Resources Management 21: 591–609. doi:10.1007/s11269-006-9032-4.
  • Mulvaney, T. J. 1851. “On the Use of Self-registering Rain and Flood Gauges in Making Observations of the Relations of Rainfall and Flood Discharges in a Given Catchment.” Transactions of the Institution Civil Engineers Ireland 4 (2): 18–33.
  • Naghettini, M., K. W. Potter, and T. Illangasekare. 1996. “Estimating the Upper Tail of Flood-peak Frequency Distributions Using Hydrometeorological Information.” Water Resources Research 32 (6): 1729–1740. doi:10.1029/96WR00200.
  • Naghettini, M., N. T. Gontijo, and M. M. Portela. 2012. “Investigation on the Properties of the Relationship between Rare and Extreme Rainfall and Flood Volumes, under Some Distributional Restrictions.” Stochastic Environmental Research and Risk Assessment 26: 859–872. doi:10.1007/s00477-011-0530-4.
  • Nathan, R., and J. Ball. 2016. Australian Rainfall and Runoff, Book 1 Scope and Philosophy, Chapter 3 Approaches to Flood Estimation. Commonwealth of Australia (Geoscience Australia), Canberra, ACT.
  • Okoli, K., M. Mazzolenni, K. Breinl, and G. Di Baldassare. 2019. “A Systematic Comparison of Statistical and Hydrological Methods for Design Flood Estimation.” Hydrology Research 50 (6): 1665–1678. doi:10.2166/nh.2019.188.
  • Palmen, L. B., and W. D. Weeks. 2011. “Regional Flood Frequency Using the Quantile Regression Technique.” Australasian Journal of Water Resources 15 (1): 47–57. doi:10.1080/13241583.2011.11465389.
  • Pegram, G. S. 2003. “Rainfall, Rational Formula and Regional Maximum Flood – Some Scaling Links.” Australasian Journal of Water Resources 7 (1): 29–39. doi:10.1080/13241583.2003.11465226.
  • Piggot, T. L., and R. G. Black. 1982. “Rating Curve Extrapolation.” Hydrology and Water Resources Symposium. May 11-13. Institution of Engineers, Melbourne, Australia, 82–86.
  • Pilgrim, D. H., and G. McDermott. 1982. “Design Floods for Small Rural Catchments in Eastern New South Wales.” Civil Engineering Transactions CE24: 226–234. I.E. Australia.
  • Rahman, A., K. Haddad, G. Kuczera, and E. Weinmann. 2016. Australian Rainfall and Runoff, Book 3, Peak Flow Estimation, Chapter 3 Regional Flood Methods. Commonwealth of Australia (Geoscience Australia), Canberra, ACT.
  • Rossi, F., M. Fiorentino, and P. Versace. 1984. “Two-component Extreme Value Distribution for Flood Frequency Analysis.” Water Resources Research 20: 847–856. doi:10.1029/WR020i007p00847.
  • Sameena, M., J. Krishnamurthy, V. Jayaraman, and G. Rangannna. 2009. “Evaluation of Drainage Networks in Hard Rock Terrain.” Geocarto International 24 (5): 397–420. doi:10.1080/10106040802601029.
  • Supraba, I., and T. J. Yamada. 2015. “Potential Water Storage Capacity of Mountainous Catchments Based on Catchment Characteristics.” Journal of Japan Society of Civil Engineers B1 (Hydraulic Engineering): 4, I_151 – I_156.
  • Swain, R. E., J. F. England, K. L. Bullard, and D. A. Raff. 2004. Hydrologic Hazard Curve Estimating Procedures. US Department of the Interior, Bureau of Reclamation. Research report DSO-04-08, Denver, Colorado.
  • Szolgay, J., L. Gaál, T. Bacigál, S. Kohnová, K. Hlavčová, R. Výleta, J. Parajka, and G. Blöschl. 2016. “A Regional Comparative Analysis of Empirical and Theoretical Flood Peak-volume Relationships.” Journal of Hydrology and Hydromechanics 4: 367–381. doi:10.1515/johh-2016-0042.
  • Turner, M., M. Bari, G. Amirthanathan, and Z. Ahmad. 2012. “Australian Network of Hydrological Reference Stations – Advances in Design, Development and Implementation.” Institution of Engineers Australia 34th Hydrology and Water Resources Symposium. Sydney, NSW, 1555–1564.
  • Vogel, R.M., T.A. McMahon, and F.H.S. Chiew. 1993. “Floodflow frequency model selection in Australia”, Journal of Hydrology, 146: 421–449
  • Watt, W. E. 1971. “A Relationship between Peak Discharge and Maximum Twenty-four Hour Flow for Rainfall Floods.” Journal of Hydrology 14: 285–292. doi:10.1016/0022-1694(71)90039-4.
  • Zemzami, M., L. Benaabidate, B. Layan, and A. Dridri. 2012. “Design Flood Estimation in Ungauged Catchments and Statistical Characterization Using Principle Components Analysis; Application of GRADEX Method in Upper Moulouya.” Hydrological Processes 27 (2): 186–195. doi:10.1002/hyp.9212.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.