Your search found 19 records
(Location: IWMI-HQ Call no: 631.7.6.2 G730 PAK Record No: H0350)
Vol. I - Reference; Vol. II - Precision land levelling; Vol. III - Watercourse improvement & Appendix A: Watercourse design tables; Vol. IV - Irrigation practices, materials and structure.
(Location: IWMI-HQ Call no: P 153 Record No: H0937)
3 Frederiksen, H. D. 1989. Operation and maintenance experience with various canal lining. Irrigation and Drainage Systems, 3(1):63-80.
(Location: IWMI-HQ Call no: PER Record No: H05633)
(0.70 MB)
4 Schewe, L. 1990. Design and construction of concrete facings for embankment dams. Water Research, 166:36-42.
(Location: IWMI-HQ Call no: PER Record No: H07724)
5 ICID. 1985. Development of bitumen concrete and membranes. New Delhi, India: ICID. 39p. (ICID guidelines no.106)
(Location: IWMI-HQ Call no: 693.5 G000 ICI Record No: H08416)
6 Dharmawardhana, M. W. W. 1968. Quality control of concrete at Uda Walawe headworks. In Institute of Engineers, Ceylon. Transactions for 1968. Vol.1. pp.97-130.
(Location: IWMI-HQ Call no: P 3227 Record No: H010358)
7 Mendis, D. L. O. 1968. Some observations on the designs for Uda Walawe headworks. In Institute of Engineers, Ceylon. Transactions for 1968. Vol.1. pp.131-175.
(Location: IWMI-HQ Call no: P 3227 Record No: H010359)
8 CIID. 1985. Developpement du beton bitumineux et de la membrane bitumineuse. [Development of bitumen concrete and membranes]. New Delhi, India: ICID. ii, 39p. (Guide 106 de la CIID)
(Location: IWMI-HQ Call no: 693.5 G000 CII Record No: H013788)
9 Kato, K. 1991. Concreting in tropical countries: A case study in a semi-arid region. Irrigation Engineering and Rural Planning, 21:29-48.
(Location: IWMI-HQ Call no: P 3393 Record No: H014217)
(1.19 MB)
10 Sato, K.; Konno, T.; Tanaka, K.; Kamei, N. 1995. Lateral sliding of the new 6,500ft concrete superstructure of Penke Aqueduct on the Hokkai Irrigation Canal. Journal of Irrigation Engineering and Rural Planning, 28:63-66.
(Location: IWMI-HQ Call no: PER Record No: H016558)
11 Kato, K. 1995. Lining joints and translation of techniques: Two-stage compulsory filling method. Journal of Irrigation Engineering and Rural Planning, 29:25-41.
(Location: IWMI-HQ Call no: IIMI 631.7.1 G000 KAT Record No: H018261)
(1.30 MB)
12 Drovandi, A.; Medina de Dias, R. E. I.; Zimmermann, M. 1997. The influence of algae growth on the rating curve of concrete lined canals. In IIMI; ILRI; INA–CRA; IHE; UNC. International seminar: Research Program on Irrigation Performance (RPIP), Mendoza, Argentina, 3-7 November 1997. Papers presented. [Vol.2]. 5p.
(Location: IWMI HQ Call no: IIMI 631.7.8 G000 IIM Record No: H021674)
(0.36 MB)
13 Sanford, P.; Cahoon, J.; Hughes, T. 1998. Modeling a concrete block irrigation diversion system. Journal of the American Water Resources Association, 34(5):1179-1187.
(Location: IWMI-HQ Call no: PER Record No: H023790)
14 Watt, S.; Wood, B. 1989. Hand-dug water wells lined with reinforced concrete. In Kerr, C. (Ed.), Community water development. London, UK: IT Publications. pp.29-33.
(Location: IWMI-HQ Call no: 628.1 G000 KER Record No: H027534)
15 Meijer, K. 2000. Impacts of concrete lining of irrigation canals, Uda Walawe, Sri Lanka. M.Sc. thesis, University of Twente, The Netherlands. 65p. + annexes.
(Location: IWMI-HQ Call no: D 631.7.1 G744 MEI Record No: H029396)
(2.21 MB)
16 Rahimi, H.; Barootkoob, S. H. 2002. Concrete canal lining cracking in low to medium plastic soils. Irrigation and Drainage, 51(2):141-153.
(Location: IWMI-HQ Call no: PER Record No: H029962)
(Location: IWMI-HQ Call no: IWMI 631.7.1 G744 MEI Record No: H038858)
(Location: IWMI HQ Call no: P 7906 Record No: H040140)
19 Nanayakkara, S. M. A.; Liyanage, W. W. 2003. Use of grade 25 concrete in design of water retaining structures based on BS 8007 recommendations. Transactions, 2003, Technical Papers, 1(B):1-8.
(Location: IWMI HQ Call no: P 7906 Record No: H040141)
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