Abstract:
Water resource systems play a major role in human wellbeing. The hydrologic
changes resulting from climate change will affect the planning, design, and operation
of water resource systems. Developing water schemes based on present conditions
without considering possible future changes could increase water resource pressure in
the future period. Therefore, it is of utmost importance to consider these changes in the
future design and management of water supply systems. To comprehend the impact of
climate change on water resource management, a comprehensive modelling framework
that considered both hydrological responses and reservoir operation was indispensable.
In this regard, Malampuzha reservoir system in Palakkad district of Kerala was selected
to evaluate the impact of climate change on reservoir and its performance.
To select the suitable climate model for the study, the performance of 15 CMIP6
GCMs in precipitation, maximum and minimum temperature was compared to the
observed data of Malampuzha for the period 1990-2014 with the help of Compromise
Programming (CP) that involves metrics such as R2, PBIAS, NSE and NRMSE. The
results of the CP analyses of the statistical metrics suggests that CNRM-CN6-1 model
for precipitation and MRI-ESM2-0 model for maximum and minimum temperature are
the suitable models for Malampuzha region. Different bias correction techniques were
applied to improve the raw predictions of GCMs. Power Transformation (PT) for
precipitation and Variance Scaling (VS) technique for temperature has shown
superiority over other techniques. Three future scenarios were considered in this study
from CMIP6 Shared Socioeconomic Pathways (SSP126, SSP245 and SSP585).
Selected bias correction techniques were applied to the future period to get bias
corrected future climate variables.
Rainfall-runoff modelling was chosen to predict reservoir inflow. Three
hydrological models (IHACRES, SWAT and HECHMS) and Machine Learning (ML)
models such as ANN, SVM, RF, and Wavelet coupled models were compared and
Wavelet coupled RF (WRF) model was selected because of its greater accuracy and
was used to simulate future reservoir inflow under different SSPs. CROPWAT model
was used to estimate the irrigation water requirement for baseline and future periods.
Land use change analysis of Malampuzha reservoir command area was done with the
192help of MOLUSE plugin of QGIS.
Optimization program was developed by
considering all the necessary constraints with the objective of minimizing squared
relative deficiency in water allocation. Optimal water allocation was derived from the
developed optimization technique using genetic algorithm for baseline and future
periods. Reservoir performance indices such as Reliability, Vulnerability, resiliency
and sustainability were calculated and compared for both timelines. Climate change
impact on reservoir performance is evaluated.
Selected GCM models predicted an increase in average annual maximum
temperature (from 0.23oC in near future to 3.26oC in far future), an increase in average
annual minimum temperature (from 0.62oC in near future to 3.12oC in far future) and
decrease in average annual precipitation (2.73% in near future to 10.89% in far future)
in the future compared with the base period. The LULC changes indicate a shift
towards urbanization and plantation expansion, with a concurrent decline in agricultural
lands (2425 ha (14%) reduction by the end of the century) and water bodies. Because
of an increase in crop water demand of 11.7% and decrease in reservoir inflow of
27.3%, the amount of water allocation under optimal reservoir management conditions
was less than the demand. The command area water demand will not be met by the
reservoir for far futures of SSP245 and SSP585 scenarios because of more increase in
temperature (3.26oC) and erratic behavior of precipitation which indicates the impact
of climate change. A suitable optimization technique using genetic algorithm was
developed which can be used for deriving the best operation policy for the Malampuzha
reservoir in future. The observed decline in reliability and resiliency along with a
notable increase in vulnerability from 0.028% to 9.47%, emphasizes the substantial
challenges that climate change imposes on reservoir operation.
These findings
highlight the urgent requirement of climate-resilient management strategies to ensure
the long-term sustainability of reservoir in the far future.