GIS based NRCS-CN modeling of rainfall-runoff in river Thamirabarani sub-basin, Southern India

S Kaliraj, N Chandrasekar, KK Ramachandran… - Journal of Hydro …, 2023 - Elsevier
River Thamirabarani sub-basin lies in the southern part of the Western Ghats in the
Kanyakumari district of Tamil Nadu, India. The basin's landforms are formed by swift surficial …

Presentation of a Rainfall–Runoff Retention Model (3RM) Based on Antecedent Effective Retention for Estimating Runoff in Seven Basins in Iran

S Shamohammadi, AR Ghasemi, K Ostad-Ali-Askari… - CivilEng, 2023 - mdpi.com
This study aims to correct and assess the SCS-CN model. In this research, the 3RM model
(written by Shamohammadi) has been modified in such a way that the maximum primary …

Application of NRCS-curve number method for runoff estimation in a mountainous watershed

M Ebrahimian - Caspian Journal of Environmental Sciences, 2012 - cjes.guilan.ac.ir
The major problem in the assessment of relationships between rainfall and runoff occurs
when a study is carried out in ungauged watersheds in the absence of hydro-climatic data …

[PDF][PDF] Evaluation of Rainfall-Runoff-Retention Model (3RM) in Kassilian and Darjazin Watersheds

S Izadi, S Shamohammadi - Water and Irrigation Management, 2022 - journals.ut.ac.ir
Hydrological models make it possible to simulate the rainfall-runoff process, the amount of
runoff from rainfall in areas without statistics or with incomplete statistics. One of the most …

Assessment and Calibration of the Curve Number Method (SCS-CN) for Estimating Runoff in the Aras Sub-basins, North West of Iran

AR Vaezi, O Bakhshi Rad - Iranian Journal of Watershed Management …, 2022 - jwmsei.ir
The SCS-curve number is one of the common methods to estimate drirect runoff in the
watershed scale. There is often an uncertainty in predicting runoff in many areas due to to …

ارزیابی مدل بارش-رواناب-نگهداشت (3RM) در حوزه‌های آبخیز کسیلیان و درجزین

ایزدی, شامحمدی, شایان - مدیریت آب و آبیاری, 2022‎ - jwim.ut.ac.ir
مدل‌های هیدرولوژیکی این امکان را می‌دهند تا با شبیه‌سازی فرایند بارش-رواناب، مقدار رواناب حاصل از
بارندگی در حوزه‌های فاقد آمار یا دارای آمار ناقص با کم‌ترین هزینه و حداقل زمان، ارزیابی و …