References:
1. Hosseinzadeh Sadati, M., 2008.Estimation of the geographicalattributes of Shoor Andika catchment
using GIS&RS, MSc thesis, Chamranuniversity, Ahvaz
2. Habibnejad Roshan, M., 2003. AnInvesntigation of Instantaneous PeakGeomorphologic and
Geomorphoclimatic Unit and GrayHydrographs Ability in NavroodWatershed, Journal of NaturalResources, (3)57, 379-390
3. Salari Jazi, M., 2009. Evaluation ofthe. GIUH-NASH and GIUH-CLARKmodels in Kasilian watershed, 8th
International Congress on CivilEngineering, Shiraz
4. Sabzevari, T., 2010. Development ofcatchments geomorphologicalinstantaneous unit hydrograph based
on surface and subsurface flowresponse of complex hillslopes, PhDThesis, Department of Civil
Engineering, Science and ResearchBranch, Islamic Azad University,Tehran, Iran
5. Naghavi, H. 2003. Development of theGIUH rainfall-runoff model by usingkinematic wave method, 4th hydraulicconference, Shiraz university, Iran
6. Ahmad, M., Ahmad, S., 2009.Estimation of Clarks InstantaneousUnit Hydrograph Parameters and
Development of Direct SurfaceRunoff Hydrograph.Water ResourManage. Springer Sci.Doi10.1007/s11269-008-9388-8.
7. Chutha, I., Dooge, J. C. I., 1990. TheShape Parameters of theGeomorphologic Unit Hydrograph. J.Hydrol. 117(1-4): 81-97.
8. Clark, C. O., 1945. Storage and theUnit Hydrograoh. Trans. of ASCE.110: 1419-1446.
9. Horton, R. E., 1945. ErosionalDevelopment of Streams and TheirDrainage Basins: HydrophysicalApproach to QuantitativeMorphology. Bull Geol. Soc. Am.56(3): 275-370.
10. Kirpich, Z. P., 1940. Time ofConcentration of Small AgriculturalWatersheds. Civ. Eng. (N.Y.). 10(6):362-365.
11. Kumar, R., 2002. Sensitivity Analysisof the GIUH based Clark Model for aCatchment. Water ResourcesManagement. 16: 263-278.
12. Kumar, R., 2007. Runoff Estimationfor an Ungauged Catchment usingGeomorphological Instantaneous UnitHydrograph (GIUH) Models. WileyInterScience. 21: 1829-1840.
13. Nash, J. E., 1957. The form of theInstantaneous Unit Hydrograph.International Association of Sci.
Hydrol. Publication. 45(3):114-121.
14. Rinaldo, A., and Rodriguez-Iturbe, I.,1996. Geomorphological Theory ofthe Hydrological Response. Hydrolog.
Process. 10(6): 803-829.
15. Rodriguez, i., 1979. TheGeomorphologic Structure ofHydrologic Response. Water
Resources Research. 15 (6): 1409-1421.
16. Rodriguez-Iturbe I, Devoto G, ValdesJB., 1979. Discharge ResponseAnalysis and Hydrologic Similarity:
the Interrelation Between theGeomorphologic IUH and the StormCharacteristics. Water ResourcesResearch 15(6): 1435–1444.
17. Rosso, r., 1984. Nash Model Relatedto Horton Order Ratios. WaterResources Research. 20 (7): 914-920.
18. Sahoo, B., 2006. Flood Estimation byGIUH-Based Clark and Nash Models.J. Hydrol. 11 (6): 515-525.
19. Shreve, R. L.,1966. Statistical Law ofStream Numbers. J. Geology,74(1),17–37.
20. Strahler, AN., 1957. QuantitativeAnalysis of WatershedGeomorphology. TransactionsAmerican Geophysical Union 38:913–920.
21. Tjalling, J. Ypma., 1995. Historicaldevelopment of the Newton-RaphsonMethod. SIAM Review 37(4): 531–
551.
22. USACE Hydrologic ModellingSystem HEC-HMS., 2008. TechnicalReference Manual. HydrologicEngineering Center. Davis.
