Determination of Minimum Intermediary Hold Durations in Multistage First-Filling Schedule of Earth-Fill Dam Reservoirs

Author:

Kurter Ege Can1ORCID,Calamak Melih2ORCID,Melih Yanmaz A.3ORCID

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, 300 Main St., Columbia, SC 29208; Formerly, Graduate Student, Dept. of Civil Engineering, Middle East Technical Univ., Ankara 06800, Turkey. ORCID: .

2. Associate Professor, Dept. of Civil Engineering, Middle East Technical Univ., Ankara 06800, Turkey (corresponding author). ORCID: .

3. Professor, Dept. of Civil Engineering, Middle East Technical Univ., 06800 Ankara, Turkey. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference50 articles.

1. Bilgi V. 1990. Design criteria for earth and rock fill dams. [In Turkish.] Technical Rep. Ankara Turkey: General Directorate of State Hydraulic Works of Turkey (DSI).

2. General Theory of Three‐Dimensional Consolidation

3. Bowles, J. E. 1996. Foundation analysis and design. 5th ed. New York: McGraw-Hill.

4. Performance Evaluation of Internal Drains of Earthen Dams

5. Developing joint probability distributions of soil water retention characteristics

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