Peak Flow and Volume Predictions Using Frequency-Equivalent Hydrographs-Reference-Cited by-同舟云学术

Peak Flow and Volume Predictions Using Frequency-Equivalent Hydrographs

Published:1995-09 Issue:5 Volume:121 Page:359-364
ISSN:0733-9496
Container-title:Journal of Water Resources Planning and Management
language:en
Short-container-title:Journal of Water Resources Planning and Management

Author:

Amini F.,Smith R. L.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Management, Monitoring, Policy and Law,Water Science and Technology,Geography, Planning and Development,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9496%281995%29121%3A5%28359%29

Reference10 articles.

1. Alexander J. P. (1978). “Frequency equivalent volume hydrographs in Kansas ” MS thesis Civ. Engrg. Dept. Univ. of Kansas Lawrence Kan.

2. Berry M. G. (1972). “Appraisal of the two year return interval flood in Kansas utilizing a modified rational formula ” MS thesis Civ. Engrg. Dept. Univ. of Kansas Lawrence Kan.

3. Black L. D. (1970). “A preliminary investigation of new approach to calculating flood frequencies ” MS thesis Civ. Engrg. Dept. Univ. of Kansas Lawrence Kan.

4. Chow V. T. (1962). “Hydrograph determination of waterway areas for the design of drainage structures in small drainage basins.” Engrg. Experiment Station Bull. No. 462 Univ. of Illinois Champaign Ill.

5. Larson K. E. (1973). “Calculating flood frequencies utilizing rainfall frequencies and nonlinear hydrographs ” MS thesis Civ. Engrg. Dept. Univ. of Kansas Lawrence Kan.

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