Application of a rainfall-runoff model to three catchments in Iraq;Application d'un modèle pluie-débit à trois bassins versants d'Irak

Hydrological Sciences Journal

Volumn 45, Issue 1, 2000, Pages 13-25

  Abdulla, F ^a   Al Badranih, L ^a  

^a JORDAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Jordan)

Author keywords

[No Author keywords available]

Indexed keywords

EVAPOTRANSPIRATION; INFILTRATION; MATHEMATICAL MODELS; PARAMETER ESTIMATION; RAIN; RUNOFF; SENSITIVITY ANALYSIS; SIMULATED ANNEALING;

CATCHMENTS; SURFACE INFILTRATION BASEFLOW MODEL;

WATERSHEDS;

CATCHMENT; MODEL TEST; OPTIMIZATION; RAINFALL-RUNOFF MODELING; SENSITIVITY ANALYSIS; STREAMFLOW;

IRAQ;

EID: 0034118020     PISSN: 02626667     EISSN: 21503435     Source Type: Journal    
DOI: 10.1080/02626660009492303     Document Type: Article

References (20)

1. Abdulla, F. A., and Lettenmaier, D. P., 1997. Development of regional parameter estimation equations for a land surface hydrologic model. J. Hydrol., 197:230–257.
2. Al-Dulaimi, A. A., 1991. A modified root selection method to derive the unit hydrograph. MSc Thesis, University of Mosul, Iraq
3. Bates, B. C., Charles, S. P., Sumner, N. R., and Fleming, P. M., 1994. Climate change and its implications for South Australia. Trans. Roy. Soc. South Aust., 118 (1):35–43.
4. Boughton, W. C., 1984. A simple model for estimation of the water yield of ungauged catchments. Civ. Engrs Trans. Aust., CE26 (2):83–88.
5. Calver, A., 1988. Calibration, sensitivity and validation of a physically based rainfall-runoff model. J. Hydrol., 103:103–115.
6. Chiew, F. H. S., Stewardson, M. J., and McMahon, T. A., 1993. Comparison of six rainfall-runoff modelling approaches. J. Hydrol., 147:1–36.
7. Das, K. G., 1976. Discharge for selected gauging stations in Iraq (1959–1975). Baghdad, Iraq:Ministry of Agriculture.
8. Doorenbos, J., and Pruitt, W. O., 1975. “ Guidelines for predicting crop water requirement. ”. In Irrig. and Drainage paper 24, FAO, Rome.
9. Dougherty, D. E., and Marryott, R. A., 1991. Optimal groundwater management. 1 Simulated annealing. Wat. Resour. Res., 27 (10):2493–2508.
10. Duan, Q., Sorooshian, S., and Gupta, V., 1992. Effective and efficient global optimization for conceptual rainfall-runoff models. Wat. Resour. Res., 28 (4):1015–1031.
11. Gupta, V., and Sorooshian, S., 1985. The relationship between data and the precision of parameter estimates of hydrologic models. J. Hydrol., 81:57–77.
12. Hooke, R., and Jeeves, T. A., 1961. Direct search solution of numerical and statistical problems. J. Assoc. Comput. Mach., 8 (2):212–229.
13. Kirkpatrick, S. C., Gelatt, D., and Vecchi, M. P., 1983. Optimization by simulated annealing. Science, 220:671–680.
14. Mohammed, R. J., 1989. Development of a mathematical model for Wadi Horan catchment. MSc Thesis, University of Baghdad, Iraq
15. Nathan, R. J., and McMahon, T. A., 1990. The SFB model part 1:validation of fixed model parameters. Civ. Engrs Trans. Inst. Aust., CE32:157–161.
16. Nelder, J. A., and Mead, R., 1965. A simplex method for functional minimization. Computer J., 9:308–313.
17. Press, W. H., Flannery, B. P., Teukolsky, S. A., and Vetterling, W. T., 1992. Numerical Recipes:The Art of Scientific Computing (second edn). Cambridge, UK:Cambridge University Press.
18. Sumner, N. R., Fleming, P. M., and Bates, B. C., 1997. Calibration of a modified SFB model for twenty-five Australian catchments using simulated annealing. J. Hydrol., 197:166–188.
19. Wang, Q. J., 1991. The genetic algorithm and its application to calibrating conceptual rainfall-runoff models. Wat. Resour. Res., 27 (9):2467–2471.
20. Ye, W., Bates, B. C., Viney, N. R., and Sivapalan, M., 1997. Performance of conceptual rainfall-runoff models in lowephemeral catchments. Wat. Resour. Res., 33 (1):153–166.