Application of non-linear automatic optimization techniques for calibration of HSPF

Water Environment Research

Volumn 79, Issue 6, 2007, Pages 647-659

  Iskra, Igor ^a   Droste, Ronald ^a  

^a UNIVERSITY OF OTTAWA   (Canada)

Author keywords

Calibration; Gauss Marquardt Levenberg method; HSPF; PEST; SCE UA

Indexed keywords

CALIBRATION; COMPUTER SOFTWARE; OPTIMIZATION; PARAMETER ESTIMATION;

GAUSS-MARQUARDT-LEVENBERG METHOD; SENSITIVE PARAMETERS;

HYDROLOGY;

CALIBRATION; COMPUTER SOFTWARE; HYDROLOGY; OPTIMIZATION; PARAMETER ESTIMATION;

AUTOMATION; CALIBRATION; ESTIMATION METHOD; MODELING; OPTIMIZATION; SOFTWARE;

ARTICLE; AUTOANALYSIS; CALIBRATION; COMPUTER PROGRAM; HYDROLOGY; NORMAL DISTRIBUTION; PRIORITY JOURNAL; SIMULATION; WATERSHED;

EID: 42149194391     PISSN: 10614303     EISSN: 15547531     Source Type: Journal    
DOI: 10.2175/106143007X156862     Document Type: Article

References (21)

1. Bicknell, B. R.; Imhoff, J. C.; Kittle, J. L. Jr.; Jobes, T. H.; Donigian, A. S. Jr. (2001) Hydrological simulation program HSPF. Version 12. User's Manual; U.S. Environmental Protection Agency: Athens, Georgia.
2. Boyle, D. P.; Gupta, H. V.; Sorooshian, S. (2000) Toward improved calibration of hydrologic models: Combining the strengths of manual and automatic methods. Water Resour. Res., 36, 12, 3663-3674.
3. Crawford, N. H. (1999) Hydrologic Journal - Snowmelt Calibration; Hydrocomp, Inc., www.hydrocomp.com.
4. Doherty, J. (2004) PEST 2 model-independent parameter estimation. User manual: 5th edition; Watermark Computing, Corinda, Australia.
5. Doherty, J.; Johnston J. M. (2003) Methodologies for calibration and predictive analysis of a watershed model. J. American Water Resources Association; 39 (2), 251-65.
6. Donigian, A. (2002) Watershed Model Calibration and Validation: The HSPF Experience. Proceedings of WEF-National TMDL Science and Policy conference [CD-ROM]; Phoenix, AZ, Nov. 13-16.
7. Duan, Q. Y.; Sorooshian, S.; Gupta, V. K (1992) Effective and efficient global optimization method for calibrating watershed models. Journal of Hydrology; 158, 265-284.
8. Duan, Q. Y.; Sorooshian, S.; Gupta, V. K. (1994) Optimal use of the SCEUA global Effective and efficient global optimisation for conceptual rainfall-runoff models. Water Resources Research; 28, 1015-1031.
9. Gupta, H. V.; Sorooshian, S.; Hogue, T.; Boyle, D. P. (2003), Advances in Automatic Calibration of Watershed Models. in Calibration of Watershed Models, edited by Duan, Q.; Sorooshian, S.; Gupta, H. V.; Rousseau, A. N.; Turcotte, R., American Geophysical Union, Washington DC.
10. Hashino, T.; Bradley, A. A.; Schwartz, S. S. (2002) Verification of probabilistic streamflow forecasts. Report No 427; Hydroscience & Engineering and the University of Iowa: Iowa City, IA.
11. Haughton, J. (2002) A State of the Environment Report for the South Nation River Watershed; Environmental Science Program, University of Ottawa.
12. Hoyer, D. P.; Larson, A. M. (2005) Belle Fourche River Watershed Assessment. Final Report and TMDL for Butte, Lawrence, and Meade Counties, South Dakota: Rapid City, South Dacota.
13. Legates, D. R.; McCabe, G. J. Jr. (1999) Evaluating the use of "goodness-of-fit" measures in hydrologic and hydroclimatic model validation. Water Recourses Research; 35, 233-241.
14. Lumb, A. M.; McCammon, R. B.; Kittle, J. L. (1994) Users manual for an expert system (HSPEXP) for calibration of the Hydrologic Simulation Program-Fortran: U.S. Geological Survey Water-Resources Investigations Report 94-4168, 102.
15. Nash, J. E.; Sutcliffe, J. V. (1970) River flow forecasting through conceptual model, Part I, A discussion of principles. J. Hydrol., 10, 282-290, 1070.
16. Nelder, J. A.; Mead, R. (1965) A Simplex Method for Function Minimization. Comput. J.; 7, 308-313.
17. PEST (2003) Surface water utilities; prepared by Watermark Numerical Computing and University of Idaho, 122.
18. Senior, L. A.; Koerkle, E. H. (2003) Simulation of Streamflow and Water Quality in the Red Clay Creek Subbasin of the Christina River Basin, Pennsylvania and Delaware, 1994-98. Water-Resources Investigations Report 03-4138; US Department of the Interior and US Geological Survey: New Cumberland, Pennsylvania.
19. US EPA (2000) Estimating Hydrology and Hydraulic Parameters for HSPF; BASINS Technical Note 6.
20. Willmott, C. J. (1981) On the validation of models. Phys. Geog., 2, 184-194.
21. Zarriello, P. (1999) A Precipitation-Runoff Model for part of the Ninemile Creek Watershed near Camillus, Onondaga County, New York. Water-Resources Investigations Report 98-4201; US Geological Survey: Ithaca, New York.