Estimation of Canal Water Deficit Using Satellite Remote Sensing and GIS: A Case Study in Lower Chenab Canal System

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RESEARCH ARTICLE

Estimation of Canal Water Deficit Using Satellite Remote Sensing and GIS: A Case Study in Lower Chenab Canal System Muhammad Mohsin Waqas1 • Usman Khalid Awan2 • Muhammad Jehanzeb Masud Cheema3 • Ishfaq Ahmad4 • Matlob Ahmad5 • Sikandar Ali3 • Syed Hamid Hussain Shah3 • Allah Bakhsh3 Muhammad Iqbal5



Received: 1 November 2018 / Accepted: 19 March 2019 Ó Indian Society of Remote Sensing 2019

Abstract The timely precise information of land use land cover (LULC) in the canal command area can help in managing irrigation water according to the crop water requirement. A study was conducted to map the LULC of irrigated command area of three distributaries in the lower Chenab canal system, Pakistan, namely Mungi, Killianwala and Khurrianwala for the estimation of canal water deficit (CWD). Multispectral images of LANDSAT-7 were used for Rabi season of 2009–2010 and 2010–2011. Normalized difference vegetation index-based unsupervised classification was performed for the formation of LULC of the commands area. During the initial classification, totally nine clusters were created with maximum likelihood. These clusters were then merged into final four classes on the basis of field knowledge. Accuracy assessment was performed using error matrix; producer and user accuracies were estimated for each class with overall accuracy of 84% and 86% for the Rabi season 2009–2010 and 2010–2011, respectively. For the assessment of the irrigation water demand, potential evapotranspiration was estimated using the Penman–Monteith equation. Crop water requirement was estimated based on the 10-day Kc value of the mapped crop from the LULC. Irrigation water demand for cropped area was estimated from the LULC and crop evapotranspiration. Canal water deficit was estimated from the available canal water supply and irrigation water requirement in the Rabi season. During the Rabi seasons, average CWD was 64%, 72% and 32% (2009–2010) and 33%, 46% and 36% (2010–2011) for Khurrianwala, Killianwala and Mungi distributary, respectively. Keywords LANDSAT  Land use land cover  Irrigation water demand  Canal water deficit  Remote sensing and GIS

Introduction & Muhammad Mohsin Waqas [email protected] & Ishfaq Ahmad [email protected] 1

Department of Agricultural Engineering, Khawaja Fareed University of Engineering and Information Technology, Rahim Yar Khan, Pakistan

2

Groundwater Hydrologist, International Center for Agricultural Research in the Dry Areas (ICARDA), Cairo, Egypt

3

Department of Irrigation and Drainage, University of Agriculture, Faisalabad, Pakistan

4

Agro-Climatology Lab, Department of Agronomy, University of Agriculture, Faisalabad, Pakistan

5

Faculty of Agricultural Sciences, Ghazi University, Dera Ghazi Khan, Pakistan

Population of world has been increasing at an unimaginable rate of 100 million/year (UNDP 2002) which rises the competition for water demand between different sectors. Increasing demand for water in different sectors, e.g. urbanization and industrialization, energy, has prod