Modeling Looped Ratings in Muskingum-Cunge Routing

Author:

Ponce Victor M.123,Lugo Adolph123

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

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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