Volume 10, Issue 3 (2008)
JAST 2008, 10(3): 285-292 |
Back to browse issues page
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Najafi Shahri M R, Behbahani S M R. Conceptual Watershed Modeling for Direct Runoff Computations. JAST 2008; 10 (3) :285-292
URL: http://jast.modares.ac.ir/article-23-3198-en.html
URL: http://jast.modares.ac.ir/article-23-3198-en.html
1- Department of Irrigation and Drainage Engineering, Faculty of Agricultural Engineering, College of
Aboureihan, University of Tehran, Tehran, Islamic Republic of Iran
Abstract: (5393 Views)
This paper describes a simple, physically-based conceptual model utilizing watershed drainage characteristics for rainfall-runoff simulation. This conceptual physiographic model is essentially based on the work of Najafi (2003), which has led to a model compris-ing the main tributary subwatersheds and a single main channel subwatershed. The Ki-nematic Wave (KW) theory is used to describe flow over the subwatershed plans. The dy-namic wave theory is applied for channel flow computations to compute the watershed re-sponses at the outlet. The proposed model was tested on a natural watershed where the results could be compared with the results obtained by Najafi (2003). The results show the proposed physiographic model has advantages over the former in terms of mathematical formulation and input data preparation as well as computation time requirements.
Subject:
Irrigation and Drainage
Received: 2010/01/28 | Accepted: 2010/01/28 | Published: 2010/01/28
Received: 2010/01/28 | Accepted: 2010/01/28 | Published: 2010/01/28
| Rights and permissions | |
 |
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |