Canal Operations Planner. I: Maximizing Delivery Performance Ratio

Author:

Anwar Arif A.1,Bhatti Muhammad Tousif2,de Vries Tonny T.3

Affiliation:

1. Principal Researcher, Irrigation, International Water Management Institute, 12 km Multan Rd., Chowk Thokar Niaz Baig Rd., Lahore 53700, Pakistan (corresponding author).

2. Researcher, Hydrology/Water Management, International Water Management Institute, 12 km Multan Rd., Chowk Thokar Niaz Baig Rd., Lahore 53700, Pakistan.

3. Lecturer, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8014, New Zealand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference44 articles.

1. Development of a Low-Power Smart Water Meter for Discharges in Indus Basin Irrigation Networks

2. An old–new measure of canal water inequity

3. Asian Development Bank. (2015). “Pakistan: Pehur high level canal extension (formerly: Khyber Pakhtunkhwa Water Resources Project).” 〈http://www.adb.org/projects/47024-004/main#tabs-0-0〉 (Dec. 23 2015).

4. Bandaragoda D. and Badruddin M. (1992). “Moving towards demand-based operations in modernized irrigation systems in Pakistan.” International Irrigation Management Institute (IIMI) Colombo Sri Lanka.

5. Bandaragoda D. J. (1996). “Institutional conditions for effective water delivery and irrigation scheduling in large gravity systems: Evidence from Pakistan.” Proc. ICID/FAO Workshop on Irrigation Scheduling International Commission on Irrigation and Drainage (ICID) FAO Rome 343–351.

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