Modeling of Event and Continuous Flow Hydrographs with HEC–HMS: Case Study in the Kelani River Basin, Sri Lanka-Reference-Cited by-同舟云学术

Modeling of Event and Continuous Flow Hydrographs with HEC–HMS: Case Study in the Kelani River Basin, Sri Lanka

Published:2014-04 Issue:4 Volume:19 Page:800-806
ISSN:1084-0699
Container-title:Journal of Hydrologic Engineering
language:en
Short-container-title:J. Hydrol. Eng.

Author:

De Silva M. M. G. T.¹,Weerakoon S. B.²,Herath Srikantha³

Affiliation:

1. Research Assistant, Dept. of Civil Engineering, Univ. of Peradeniya, Peradeniya 20400, Sri Lanka (corresponding author).

2. Professor, Dept. of Civil Engineering, Univ. of Peradeniya, Peradeniya 20400, Sri Lanka. E-mail: sbweera@ pdn.ac.lk

3. Senior Academic Programme Officer, United Nations Univ., Institute of Sustainability and Peace, UNU Center, 53–70, Jingumae 5-chome, Shibuya-ku, Tokyo 150-8925, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HE.1943-5584.0000846

Reference13 articles.

1. Agrawal A. (2005). “A data model with pre- and post-processor for HEC–HMS.” Rep. of Graduate Studies Texas A&M Univ. College Station TX.

2. Brevnova E. V. (2001). “Green–Ampt infiltration model parameter determination using SCS curve number (CN) and soil texture class and application to the SCS runoff model.” M.Sc. thesis West Virginia Univ. Morgantown WV.

3. Census of Population and Housing. (2011). “Population by district sex sex ratio and population density.” Dept. of Census and Statistics Colombo Sri Lanka.

4. Series distance – an intuitive metric to quantify hydrograph similarity in terms of occurrence, amplitude and timing of hydrological events

5. Feldman A. D. (2000). “Hydrologic modeling system HEC–HMS Technical reference manual.” U.S. Army Corps of Engineers Hydrologic Engineering Center Davis CA.

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