Evaluation of hydraulic efficiency of lined irrigation channels – A case study from Punjab, Pakistan

Author:

Zakir-Hassan Ghulam123,Kahlown Muhammad Akram4,Punthakey Jehangir F.3,Shabir Ghulam1,Aziz Marjan5,Sultan Muhammad6,Ashraf Hadeed6,Nawaz Qurrat ul ain7,Majeed Faizan68ORCID

Affiliation:

1. a Irrigation Research Institute (IRI), Irrigation Department, Govt. of the Punjab, Lahore 54500, Pakistan

2. b School of Agricultural, Environmental and Veterinary Sciences, Charles Sturt University, Albury, NSW 2640, Australia

3. c Gulbali Institute, Charles Sturt University, Albury, NSW 2640, Australia

4. d Pakistan Council of Research in Water Resources (PCRWR), Khayaban-e-Johar Road, Islamabad 44000, Pakistan

5. e Barani Agricultural Research Institute (BARI), Talagang Road, Chakwal, Pakistan

6. f Department of Agricultural Engineering, Bahauddin Zakariya University, Bosan Road, Multan 60800, Pakistan

7. g Institute of Soil and Environmental Sciences, Faculty of Agriculture, University of Agriculture, Faisalabad 38040, Pakistan

8. h Department of Agricultural and Biosystems Engineering, University of Kassel, Witzenhausen 37213, Germany

Abstract

Abstract Indus Basin Irrigation System (IBIS) in Pakistan is the backbone of agriculture in the country. The IBIS provides irrigation support to agricultural lands across the country; however, hydraulic efficiency of the water conveyance system is impacted due to seepage losses. The lining of irrigation channels is considered a potential solution for improving hydraulic efficiency. Therefore, this study explores the impact of canal lining on the hydraulic efficiency of the canals in the Punjab province of Pakistan. Overall, 14 channels/distributaries/minors (total length 226 km) were monitored in terms of hydraulic performance in different irrigation zones. Hydraulic, geometrical, and socioeconomic parameters of channel/distributaries/minors including roughness coefficient, sediments, flow velocity, wetted parameter, breaches, theft cases, bed, side slope, water surface profile, hydraulic radius, crop yield, and vegetation growth area have been experimentally observed. Obtained results have been compared with the design and pre-lining data. Ten seepage tests using the inflow -outflow method and eight seepage tests using the ponding method were conducted to estimate seepage losses. Results indicate that almost all the parameters varied from the design values. A detailed comparison of the socioeconomic parameters has been carried out. Results from seepage tests show an approximately 78% reduction in losses.

Publisher

IWA Publishing

Subject

Water Science and Technology

Reference42 articles.

1. Usefulness of empirical equations in assessing canal losses through seepage in concrete-lined canal;Journal of Irrigation and Drainage Engineering,2012

2. Comparative evaluation of canal seepage investigation techniques;Agricultural Water Management,2004

3. Simulating seepage from branch canal under crop, land and water relationships;International Journal of Agriculture & Biology,2009

4. Comparison of water losses between unlined and lined watercourses in Indus Basin of Pakistan;Pakistan Journal of Agricultural Research,2009

5. Design of minimum seepage loss canal sections;Journal of Irrigation and Drainage Engineering,2001

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