Modeling Looped Ratings in Muskingum-Cunge Routing
Author:
Affiliation:
1. Members, ASCE
2. Prof., Civ. and Envir. Engrg. Dept., San Diego State Univ., San Diego, CA 92182-1324.
3. Sr. Hydr. Engr., Project Design Consultants, Inc., San Diego, CA.
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%291084-0699%282001%296%3A2%28119%29
Reference25 articles.
1. COMPUTATIONAL HYDRAULICS: A SHORT PATHOLOGY
2. Chow V. T. ( 1959). Open-channel hydraulics McGraw-Hill New York.
3. Craya A. ( 1952). “The criterion for the possibility of roll-wave formation.” Gravity Waves: Circular No. 521 National Bureau of Standards Washington D.C. 141–151.
4. On The Subject Of A Flood Propagation Computation Method (Musklngum Method)
5. Dooge J. C. I. ( 1973). “Linear theory of hydrologic systems.” USDA Tech. Bull. 1468 U.S. Department of Agriculture Washington D.C.
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