Case Study: Application of the HEC-6 Model for the Main Stem of the Kankakee River in Illinois-Reference-Cited by-同舟云学术

Case Study: Application of the HEC-6 Model for the Main Stem of the Kankakee River in Illinois

Published:2008-04 Issue:4 Volume:134 Page:355-366
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Bhowmik Nani G.¹²³⁴,Tsai Christina¹²³⁴,Parmar Paminder¹²³⁴,Demissie Misganaw¹²³⁴

Affiliation:

1. Principal Scientist Emeritus, Center for Watershed Science, Illinois State Water Survey, Champaign, IL 61820-7445 (corresponding author). E-mail: nbhowmik@sws.uiuc.edu

2. Assistant Professor, Dept. of Civil Engineering, State Univ. of New York at Buffalo, Buffalo, NY.

3. Assistant Hydrologist, Center for Watershed Science, Illinois State Water Survey, Champaign, IL 61820-7445.

4. Head and Principal Scientist, Center for Watershed Science, Illinois State Water Survey, Champaign, IL 61820-7445.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282008%29134%3A4%28355%29

Reference32 articles.

1. Sediment transport: New approach and analysis;Ackers P.;J. Hydr. Div.,1973

2. Adams J. R. and Bonini A. P. (1986). “Kankakee Dam discharge characteristics.” Illinois State Water Survey Contract Rep. No. 383 Champaign Ill.

3. Effects on Dredging due to Diversions from the Lower Mississippi River

4. Bhowmik N. G. and Bogner W. C. (1981). “Sediment transport and hydraulics of flow in the Kankakee River—Illinois: Phase II.” Illinois State Water Survey Contract Rep. No. 282 Champaign Ill.

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