Importance of Storm Type and Initial Loss Value for Flood Discharge Estimation

Document Type : Original Article

Authors

1 - Instructor., Faculty of Civil Eng, Univ. of Jame, Tehran, & Technical Team MAHAB GHODSS Cons. Eng

2 Assoc. Prof., Irrigation Eng. Department, Univ. of Tehran.

Abstract

Available flood discharge data has a significant role in the procedure of flood control and management. In sites with a lack of data, a simulation model with the synthetic and estimated data is recommended. In this study a rainfall-runoff model (HEC-HMS) based on SCS (curve number) and flood routing (lag-trend) methods have been applied for a watershed situated in the north of Neyshabour, Northeast of Iran. The effects of several storm patterns and initial losses (0.2 & 0.05) have been studied for flood estimation. The results indicated that for a storm pattern of type IV and initial losses of 0.2, the estimated peak flood had more accuracy among patterns. However with this model 53% of 15 observed flood peak data is acceptable. Other result showed that the SCS method has less accuracy and it is not recommended for a watershed like north Neyshaboor flood management and should be calibrated.       

Keywords


دلیری، ف. (1379)، "مطالعات هیدرولوژی و منابع آب حوضه آبخیز وشته- زیدشت منطقه طالقان"، پروژه کارشناسی دانشکده منابع طبیعی دانشگاه تهران، 85 ص.
مهدوی، م. (1381)، "هیدرولوژی کاربردی" جلد اول، دانشگاه تهران، چاپ چهارم. 364 ص.
 مهدوی، م. (1381)، "هیدرولوژی کاربردی" جلد دوم، دانشگاه تهران، چاپ سوم. 441 ص.
نجمایی، م. (1369)، "هیدرولوژی مهندسی"، جلد دوم، دانشگاه علم و صنعت، چاپ دوم. 608 ص.
یزدانی، م.، مهدوی، م. و حسینی چگینی، ا. (1380)، "تعیین دبی حداکثر سیلاب با استفاده از روش ترسیمی SCS در حوضه‌های آبخیز کوچک" مجله منابع طبیعی ایران، 54 (4): صص. 355-368.
Bales, J. and  Betson, R. P. (1981), "The Curve Number as a Hydrologic Index", Proceeding International Symposium on Rainfall–Runoff Modeling, Mississippi State University, pp. 371-386.
 
Daliri, F., Kholghi, M. and S. Seraji. H. (2009), "Importance Storm Type and Initial Loss In Flood Modeling," Proceeding of the 1th  International Conference of Water Crisis, Univ of Zabol.
Woodward, D.E., Hawkins, R.H. and Jiang, R. (2003), "Runoff curve Number Method: Examination of the Initial Abstraction ratio" Proceeding of the World Water & Environmental Resources Congress and Related Symposia.