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  <title>DSpace Collection: PhD/ MTech Theses</title>
  <link rel="alternate" href="http://localhost:8080/xmlui/handle/123456789/3" />
  <subtitle>PhD/ MTech Theses</subtitle>
  <id>http://localhost:8080/xmlui/handle/123456789/3</id>
  <updated>2026-04-20T11:04:25Z</updated>
  <dc:date>2026-04-20T11:04:25Z</dc:date>
  <entry>
    <title>GROUNDWATER ASSESSMENT AND WATER RESOURCE DEVELOPMENT OF CHITTUR BLOCK OF PALAKKAD DISTRICT</title>
    <link rel="alternate" href="http://localhost:8080/xmlui/handle/123456789/2206" />
    <author>
      <name>K. VENKATA SAI</name>
    </author>
    <author>
      <name>Asha Joseph (Guide)</name>
    </author>
    <id>http://localhost:8080/xmlui/handle/123456789/2206</id>
    <updated>2026-03-12T10:00:46Z</updated>
    <published>2025-01-01T00:00:00Z</published>
    <summary type="text">Title: GROUNDWATER ASSESSMENT AND WATER RESOURCE DEVELOPMENT OF CHITTUR BLOCK OF PALAKKAD DISTRICT
Authors: K. VENKATA SAI; Asha Joseph (Guide)</summary>
    <dc:date>2025-01-01T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>GROUNDWATER MODELLING USING WETSPASS-M AND MODFLOW</title>
    <link rel="alternate" href="http://localhost:8080/xmlui/handle/123456789/2192" />
    <author>
      <name>AKANSHA, V R</name>
    </author>
    <author>
      <name>ANU VARGHESE, (Guide)</name>
    </author>
    <id>http://localhost:8080/xmlui/handle/123456789/2192</id>
    <updated>2026-03-12T08:35:59Z</updated>
    <published>2026-01-01T00:00:00Z</published>
    <summary type="text">Title: GROUNDWATER MODELLING USING WETSPASS-M AND MODFLOW
Authors: AKANSHA, V R; ANU VARGHESE, (Guide)</summary>
    <dc:date>2026-01-01T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>POTENTIAL SITE SELECTION FOR WATER HARVESTING IN A MICRO WATERSHED WITH FUTURE WATER BALANCE PERSPECTIVES</title>
    <link rel="alternate" href="http://localhost:8080/xmlui/handle/123456789/2191" />
    <author>
      <name>ARAVIND, P</name>
    </author>
    <author>
      <name>ANU VARGHESE, (Guide)</name>
    </author>
    <id>http://localhost:8080/xmlui/handle/123456789/2191</id>
    <updated>2026-03-12T08:34:28Z</updated>
    <published>2026-01-01T00:00:00Z</published>
    <summary type="text">Title: POTENTIAL SITE SELECTION FOR WATER HARVESTING IN A MICRO WATERSHED WITH FUTURE WATER BALANCE PERSPECTIVES
Authors: ARAVIND, P; ANU VARGHESE, (Guide)</summary>
    <dc:date>2026-01-01T00:00:00Z</dc:date>
  </entry>
  <entry>
    <title>CLIMATE CHANGE IMPACT ON OPERATION POLICY AND PERFORMANCE INDICES OF A RESERVOIR USING MACHINE LEARNING TECHNIQUES</title>
    <link rel="alternate" href="http://localhost:8080/xmlui/handle/123456789/2133" />
    <author>
      <name>VINNAKOTA YESUBABU</name>
    </author>
    <author>
      <name>ANU VARGHESE (GUIDE)</name>
    </author>
    <id>http://localhost:8080/xmlui/handle/123456789/2133</id>
    <updated>2026-03-12T08:37:51Z</updated>
    <published>2025-01-01T00:00:00Z</published>
    <summary type="text">Title: CLIMATE CHANGE IMPACT ON OPERATION POLICY AND PERFORMANCE INDICES OF A RESERVOIR USING MACHINE LEARNING TECHNIQUES
Authors: VINNAKOTA YESUBABU; ANU VARGHESE (GUIDE)
Abstract: Water resource systems play a major role in human wellbeing. The hydrologic&#xD;
changes resulting from climate change will affect the planning, design, and operation&#xD;
of water resource systems. Developing water schemes based on present conditions&#xD;
without considering possible future changes could increase water resource pressure in&#xD;
the future period. Therefore, it is of utmost importance to consider these changes in the&#xD;
future design and management of water supply systems. To comprehend the impact of&#xD;
climate change on water resource management, a comprehensive modelling framework&#xD;
that considered both hydrological responses and reservoir operation was indispensable.&#xD;
In this regard, Malampuzha reservoir system in Palakkad district of Kerala was selected&#xD;
to evaluate the impact of climate change on reservoir and its performance.&#xD;
To select the suitable climate model for the study, the performance of 15 CMIP6&#xD;
GCMs in precipitation, maximum and minimum temperature was compared to the&#xD;
observed data of Malampuzha for the period 1990-2014 with the help of Compromise&#xD;
Programming (CP) that involves metrics such as R2, PBIAS, NSE and NRMSE. The&#xD;
results of the CP analyses of the statistical metrics suggests that CNRM-CN6-1 model&#xD;
for precipitation and MRI-ESM2-0 model for maximum and minimum temperature are&#xD;
the suitable models for Malampuzha region. Different bias correction techniques were&#xD;
applied to improve the raw predictions of GCMs. Power Transformation (PT) for&#xD;
precipitation and Variance Scaling (VS) technique for temperature has shown&#xD;
superiority over other techniques. Three future scenarios were considered in this study&#xD;
from CMIP6 Shared Socioeconomic Pathways (SSP126, SSP245 and SSP585).&#xD;
Selected bias correction techniques were applied to the future period to get bias&#xD;
corrected future climate variables.&#xD;
Rainfall-runoff modelling was chosen to predict reservoir inflow. Three&#xD;
hydrological models (IHACRES, SWAT and HECHMS) and Machine Learning (ML)&#xD;
models such as ANN, SVM, RF, and Wavelet coupled models were compared and&#xD;
Wavelet coupled RF (WRF) model was selected because of its greater accuracy and&#xD;
was used to simulate future reservoir inflow under different SSPs. CROPWAT model&#xD;
was used to estimate the irrigation water requirement for baseline and future periods.&#xD;
Land use change analysis of Malampuzha reservoir command area was done with the&#xD;
192help of MOLUSE plugin of QGIS.&#xD;
Optimization program was developed by&#xD;
considering all the necessary constraints with the objective of minimizing squared&#xD;
relative deficiency in water allocation. Optimal water allocation was derived from the&#xD;
developed optimization technique using genetic algorithm for baseline and future&#xD;
periods. Reservoir performance indices such as Reliability, Vulnerability, resiliency&#xD;
and sustainability were calculated and compared for both timelines. Climate change&#xD;
impact on reservoir performance is evaluated.&#xD;
Selected GCM models predicted an increase in average annual maximum&#xD;
temperature (from 0.23oC in near future to 3.26oC in far future), an increase in average&#xD;
annual minimum temperature (from 0.62oC in near future to 3.12oC in far future) and&#xD;
decrease in average annual precipitation (2.73% in near future to 10.89% in far future)&#xD;
in the future compared with the base period. The LULC changes indicate a shift&#xD;
towards urbanization and plantation expansion, with a concurrent decline in agricultural&#xD;
lands (2425 ha (14%) reduction by the end of the century) and water bodies. Because&#xD;
of an increase in crop water demand of 11.7% and decrease in reservoir inflow of&#xD;
27.3%, the amount of water allocation under optimal reservoir management conditions&#xD;
was less than the demand. The command area water demand will not be met by the&#xD;
reservoir for far futures of SSP245 and SSP585 scenarios because of more increase in&#xD;
temperature (3.26oC) and erratic behavior of precipitation which indicates the impact&#xD;
of climate change. A suitable optimization technique using genetic algorithm was&#xD;
developed which can be used for deriving the best operation policy for the Malampuzha&#xD;
reservoir in future. The observed decline in reliability and resiliency along with a&#xD;
notable increase in vulnerability from 0.028% to 9.47%, emphasizes the substantial&#xD;
challenges that climate change imposes on reservoir operation.&#xD;
These findings&#xD;
highlight the urgent requirement of climate-resilient management strategies to ensure&#xD;
the long-term sustainability of reservoir in the far future.</summary>
    <dc:date>2025-01-01T00:00:00Z</dc:date>
  </entry>
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