Stage-Discharge Relationship for Weir–Orifice Structure Located at the End of Circular Open Channels-Reference-Cited by-同舟云学术

Stage-Discharge Relationship for Weir–Orifice Structure Located at the End of Circular Open Channels

Published:2020-08 Issue:8 Volume:146 Page:06020006
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Vatankhah Ali R.¹^ORCID,Khalili S.²

Affiliation:

1. Associate Professor, Dept. of Irrigation and Reclamation Engineering, University College of Agriculture and Natural Resources, Univ. of Tehran, Karaj 31587-77871, Iran (corresponding author). ORCID: .

2. Ph.D. Candidate, Dept. of Water Structures Engineering, Sari Agricultural Sciences and Natural Resources Univ., Sari 48181 68984, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IR.1943-4774.0001494

Reference24 articles.

1. Discharge equation for simultaneous flow over rectangular weirs and below inverted triangular weirs;Alhamid A. A.;Arab. Gulf J. Sci. Res.,1996

2. Discharge Equation for Proposed Self-cleaning Device

3. Discussion of combined free flow over weirs and below gates by Negm A. M., Al-Brahim A. M., AlHamid A. A;Altan Sakarya A. B.;J. Hydraul. Res.,2004

4. Computation of discharge for simultaneous flow over weirs and below gates (H-weirs)

5. Simultaneous Flow over and under a Gate

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