Panagiotis Angelidis

Prof. Dr. Panagiotis Angelidis

Department of Civil Engineering, School of Engineering, Democritus University of Thrace, 67100 Xanthi, Greece
orcid

Research Focus & Metrics

Academic Career Length

17Years (2010-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

View All Publications
1 April 2012 in Water Resources Management
Verified
Journal Article
Closed access
PDF file
Panagiotis AngelidisPanagiotis Angelidis
Panagiotis Angelidis
FMFotios Maris
Fotios Maris
NKNikos Kotsovinos
Nikos Kotsovinos
VHVlassios Hrissanthou
Vlassios Hrissanthou

13 January 2010 in Water Resources Management
Verified
Journal Article
Closed access
PDF file
Panagiotis AngelidisPanagiotis Angelidis
Panagiotis Angelidis
MKMichalis Kotsikas
Michalis Kotsikas
NKNikos Kotsovinos
Nikos Kotsovinos

27 May 2024 in Water
Verified
Journal Article
Open access
PDF file
Nerantzis Athanasios KazakisNerantzis Athanasios Kazakis
Nerantzis Athanasios Kazakis
DKDiamantis Karakatsanis
Diamantis Karakatsanis
MNMARIA MARGARITA NTONA
MARIA MARGARITA NTONA
KPKonstantinos Polydoropoulos
Konstantinos Polydoropoulos
EZEfthymia Zavridou
Efthymia Zavridou
Konstantinos (Kostas) S. VoudourisKonstantinos (Kostas) S. Voudouris
Konstantinos (Kostas) S. Voudouris
Groundwater is a primary source of drinking water; however, groundwater depletion constitutes a common phenomenon worldwide. The present research aims to quantify groundwater depletion in three aquifers in Greece, including the porous aquifers in the Eastern Thermaikos Gulf, Mouriki, and the Marathonas basin. The hypothesis is to reverse the phenomenon by adopting an environmentally acceptable methodology. The core of the suggested methodology was the simulation of groundwater using MODFLOW-NWT and the application of managed aquifer recharge (MAR) by using water from small dams after the generation of hydropower. Surface run-off and groundwater recharge values were obtained from the ArcSWAT simulation. The predicted future climatic data were obtained from the Coordinated Regional Climate Downscaling Experiment (CORDEX), considering the Representative Concentration Pathway (RCP) 4.5 and the climate model REMO2009. Groundwater flow simulations from 2010 to 2020 determined the existing status of the aquifers. The simulation was extended to the year 2030 to forecast the groundwater regime. In all three sites, groundwater depletion occurred in 2020, while the phenomenon will be exacerbated in 2030, as depicted in the GIS maps. During 2020, the depletion zones extended 11%, 28%, and 23% of the aquifers in Mouriki, the Eastern Thermaikos Gulf, and the Marathonas basin, respectively. During 2030, the depletion zones will increase to 50%, 42%, and 44% of the aquifers in Mouriki, the Eastern Thermaikos Gulf, and the Marathonas basin, respectively. The simulation was extended to 2040 by applying MAR with the water from the existing dams as well as from additional dams. In all sites, the application of MAR contributed to the reversal of groundwater depletion, with a significant amount of hydropower generated. Until 2040, the application of MAR will reduce the depletion zones to 0.5%, 9%, and 12% of the aquifers in Mouriki, the Eastern Thermaikos Gulf, and the Marathonas basin, respectively. Apart from over-pumping, climatic factors such as long periods of drought have exacerbated groundwater depletion. The transformation of dams to mini-scale hydropower facilities combined with MAR will benefit clean energy production, save CO2 emissions, and lead to an economically feasible strategy against groundwater depletion.

8 August 2012 in Estuaries and Coasts
Verified
Journal Article
Closed access
PDF file
KKKyriakos I. Kopasakis
Kyriakos I. Kopasakis
Anastasios GeorgoulasAnastasios Georgoulas
Anastasios Georgoulas
Panagiotis AngelidisPanagiotis Angelidis
Panagiotis Angelidis
NKNikolaos E. Kotsovinos
Nikolaos E. Kotsovinos

14 August 2023 in Water
Verified
Journal Article
Open access
PDF file
TBThomas Bakas
Thomas Bakas
CPChristoforos Papadopoulos
Christoforos Papadopoulos
Dionissis LatinopoulosDionissis Latinopoulos
Dionissis Latinopoulos
Ifigenia KagalouIfigenia Kagalou
Ifigenia Kagalou
Christos AkratosChristos Akratos
Christos Akratos
Mike SpiliotisMike Spiliotis
Mike Spiliotis
Bottom-up management in a catchment scale is deemed the optimal way to avoid conflicts among water users through the participation of stakeholders, strategy co-shaping, and solutions co-creation. Water management cannot be one-dimensional; it demands cross sectoral cooperation. Usually, the difficulty lies in proper stakeholder training and inclusion of their opinions, which should be used in a quantifiable manner in water management. The Laspias River watershed occupies an area of 221.8 km2 that includes the River Basin District of Thrace; it is characterized by intense agricultural and industrial activity. To comply with the augmented water needs and pollution loads this research aims to utilize a hybrid intuitionistic fuzzy multi-criteria-based methodology to address respectfully stakeholders’ opinion, this research aims to utilize a hybrid intuitionistic fuzzy multi-criteria-based methodology. It is often difficult to manage planning water management measures as the problems include multiple (conflicting) criteria that are based on stakeholder’s opinions, which are usually imprecise and in a rather qualitative form. This study provides the mathematical tools to reach comprehensive decisions with the public involvement offering a practical solution in an existing problem, that is the proper inclusion of stakeholders’ opinion. The weights are produced based on a stakeholder’s opinion. The alternatives’ ranking is achieved based on the fuzzified intuitionistic version of the Technique for Order of Preference by Similarity to Ideal Solution (TOPSIS), and a hierarchy of mitigation problems is achieved via this novel approach.

16 January 2017 in Environmental Fluid Mechanics
Verified
Journal Article
Closed access
PDF file
Panagiotis AngelidisPanagiotis Angelidis
Panagiotis Angelidis
DKD. Kalpakis
D. Kalpakis
VGV. Gyrikis
V. Gyrikis
NKN. Kotsovinos
N. Kotsovinos