Document Type : Research Paper

Authors

• Fatemeh Zandi Dareh Gharibi ¹
• Zohreh Khorsandi Kouhanestani ²
• Maliheh Mozayan ²
• Nasim Arman ³

¹ MSc Student, Faculty of Natural Resources, Behbahan Khatam Alanbia University of Technology, Behbahan, Iran

² Assistant Professor, Faculty of Natural Resources, Behbahan Khatam Alanbia University of Technology, Behbahan, Iran

³ Assistant Professor, Faculty of Natural Resources, Behbahan ‌Khatam Alanbia University of Technology, Behbahan, Iran

Abstract

Run off simulation is one of the most important topics in hydrology And its study is based on rainfall- run off models. Several rain fall and run off models have been developed and the most appropriate model should be selected for each catchment. By applying the appropriate model the water consumption will be optimized. The model should be selected for each catchment based on the model abilities and limits. In this study, the performance of two rain fall and runoff models, GR2M and GR4J were compared in Darehtakht Basin in Lorestan Province during 1379 to 1392. The Nash coefficient was used as a decision criteria for comparing two model performances. Nash coefficient for GR4J and GR2M were 42.7 and 65.5, respectively. Results showed that both models can predict the performance of the catchment accurately, but, based on Nash coefficient the GR2M is more accurate than the GR4M.

Keywords

• GR model
• Lorestan Providence
• Rainfall runoff model
• Runoff simulation
• Water resource management