Automated Water Runoff Location in Large Canal Networks

Author:

Krishna Paladugu Bala Sai12,Torrent David Grau12

Affiliation:

1. Ph.D. Student, School of Sustainable Engineering and the Built Environment, Arizona State Univ., Tempe, AZ 85281.

2. Assistant Professor, School of Sustainable Engineering and the Built Environment, Arizona State Univ., Tempe, AZ 85281.

Publisher

American Society of Civil Engineers

Reference26 articles.

1. Automatic Control of Flows and Levels in an Irrigation Canal

2. Akkuzu Erhan. (2012). Usefulness of empirical equations in assessing canal losses through seepage in concrete-lined canal.Journal of Irrigation and Drainage Engineering Vol. 138 No.5 May 1 2012. ©ASCE ISSN 0733-9437/2012/5-455-460:455-460.

3. Design of Minimum Seepage Loss Canal Sections .Journal of Irrigation and driange engineering,Vol.127,No.3, May/June ,2001;Atmapoojya L.S.;Pg,2001

4. Bhat S. P. & Hirekhan P. S. R. (2015). Canal Automation using LabVIEW (May) 392-395.

5. Progress in operational flood mapping using satellite synthetic aperture radar (SAR) and airborne light detection and ranging (LiDAR) data;Brown K. M.;Progress in Physical Geography,2016

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