Experimental investigation of joint filling materials performance on preventing seepage in lined open concrete canal (laboratory and field model)

Author:

Al-adili Aqeel,Al-ameer Osama Abd,Al-sharbati Ammar

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference17 articles.

1. Al-Furat general company for studies and design of irrigation projects, (2001). “Ministry of water resources.” Internal report by Botrus, K. B. and Baithoon, A. I. p. 5.

2. Alam, M. and Butha, M. (2004). “Comparative evaluation of canal seepage investigation techniques.” Journal Agricultural Water Management, Vol. 66, No. 4, pp. 65–76, DOI: 10.1016/j.agwat.2014.07.012 .

3. Billmeyer, F. (1971). Text book of polymer science, Znded, John Wiley and Sons, USA, pp. 198–202.

4. Blackwell, B. (1951). Seepage loss measurement studies lower-cost canal lining program Progress Report, Hydraulic Laboratory Report No Hyd-317. Published by U.S. Dept. of the Interior, Bureau of Reclamation, Design and Construction Div., Colorado, USA, 53 p.

5. British Standard Institution (1986). Methods of making and curing concrete test specimen, B.S. 1881, Part 3.

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