Abstract

Spatial and temporal climatic variability influence on the productivity of agricultural watershed and irrigation systems. In a large irrigation system, the quantification and regulation of the flow at different locations of the channel is quite difficult manually, leading to a poor delivery of supply and demand. Water shortage is a crucial issue due to mismatch between available water and demand at intake point of Tanjung-Karang Irrigation Scheme. This study assessed the potential impacts of climate change on basin outflow for 2010–2039, 2040–2069, and 2070–2099 to the baseline period (1976–2005) and used it as input hydrograph to simulate river discharge. A Hydrologic Engineering Corps Hydrologic Modeling System (HEC-HMS) model driven by projections from ten global climate models (GCMs) with three scenarios (Representative Concentration Pathways (RCPs) 4.5, 6.0, and 8.5) used to simulate the outflow and the Hydrologic Engineering Centers River Analysis System (HEC-RAS) model applied for hydraulic modeling. The projected seasonal streamflow showed a decreasing trend for future periods. The average available irrigation supply for historical period is 15.97 m3/s, which would decrease by 12%, 18%, and 21% under RCPs 4.5, 6.0, and 8.5, respectively. Projected irrigation supply showed oversupply and undersupply to the required supply during the growing season. Simulated discharge could therefore be incorporated into cropping practices to boost the sustainable distribution of water under the new realities of climate change in the future.

Highlights

  • Irrigation system is an essential component for optimal agricultural production

  • Compared with baseline streamflow records, the seasonal streamflow is projected to decrease for the three scenarios under the three future periods

  • In all the future periods there will be a higher decrease during the 2080s in the dry season period under the worst-case scenario (RCP 8.5)

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Summary

Introduction

Irrigation system is an essential component for optimal agricultural production. The design, construction, operation, and maintenance of hydraulic projects in irrigation schemes require adequate information with the exact magnitude and the actual time of occurrence of all streamflow events at present and in the future. The irrigation sector utilizes the highest portion of human accessible water from rivers, lakes and aquifers with about 2500 km year−1 globally, which represents about 70% of total human water use [1]. The effective use of available fluctuating river inflows for irrigation is one of the crucial strategies for proper planning and management of a river-fed irrigation system [2].

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