Improper management of dams constructed with local materials, infiltration risk and wasted electric energy

The present paper presents a study case of improper dike rehabilitation and inefficient management of the water volume from two hydropower lakes, with dams built with local materials. In Romania, with its high hydrographic potential, this solution was adopted for construction of more than 600 hydrop...

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Main Author: Radulescu Victorita
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201817809009
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spelling doaj-947a6abf62ef4670aa3c975648b83c592021-02-02T01:13:51ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011780900910.1051/matecconf/201817809009matecconf_imanee2018_09009Improper management of dams constructed with local materials, infiltration risk and wasted electric energyRadulescu VictoritaThe present paper presents a study case of improper dike rehabilitation and inefficient management of the water volume from two hydropower lakes, with dams built with local materials. In Romania, with its high hydrographic potential, this solution was adopted for construction of more than 600 hydropower plants, many of them now confronted with infiltration and erosion, and appeared into lateral sides of the dikes. The paper covers some theoretical and practical aspects referring to the functioning of hydropower lakes, establishing the cross-sections with problems in exploitation. Reduced water level produces less electric energy than initially estimated. The dam's construction was not correlated with the geomorphologic conditions and climatic parameters, being necessary supplementary measurements and data acquisition to calibrate the numerical model. There are mentioned some considerations referring at the mathematical model, based on new hypotheses of infiltration through sediments with different dimensions and characteristics. The flow through dikes is assumed non-permanent due to massive infiltration. Part of the numerical modeling, the obtained velocities of infiltration, and the streamlines are illustrated. The results of the tested solution prove its efficiency and allow illustrating and some other sections with possible risk in functioning. Some discussions, conclusions, and references are finally presented.https://doi.org/10.1051/matecconf/201817809009
collection DOAJ
language English
format Article
sources DOAJ
author Radulescu Victorita
spellingShingle Radulescu Victorita
Improper management of dams constructed with local materials, infiltration risk and wasted electric energy
MATEC Web of Conferences
author_facet Radulescu Victorita
author_sort Radulescu Victorita
title Improper management of dams constructed with local materials, infiltration risk and wasted electric energy
title_short Improper management of dams constructed with local materials, infiltration risk and wasted electric energy
title_full Improper management of dams constructed with local materials, infiltration risk and wasted electric energy
title_fullStr Improper management of dams constructed with local materials, infiltration risk and wasted electric energy
title_full_unstemmed Improper management of dams constructed with local materials, infiltration risk and wasted electric energy
title_sort improper management of dams constructed with local materials, infiltration risk and wasted electric energy
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2018-01-01
description The present paper presents a study case of improper dike rehabilitation and inefficient management of the water volume from two hydropower lakes, with dams built with local materials. In Romania, with its high hydrographic potential, this solution was adopted for construction of more than 600 hydropower plants, many of them now confronted with infiltration and erosion, and appeared into lateral sides of the dikes. The paper covers some theoretical and practical aspects referring to the functioning of hydropower lakes, establishing the cross-sections with problems in exploitation. Reduced water level produces less electric energy than initially estimated. The dam's construction was not correlated with the geomorphologic conditions and climatic parameters, being necessary supplementary measurements and data acquisition to calibrate the numerical model. There are mentioned some considerations referring at the mathematical model, based on new hypotheses of infiltration through sediments with different dimensions and characteristics. The flow through dikes is assumed non-permanent due to massive infiltration. Part of the numerical modeling, the obtained velocities of infiltration, and the streamlines are illustrated. The results of the tested solution prove its efficiency and allow illustrating and some other sections with possible risk in functioning. Some discussions, conclusions, and references are finally presented.
url https://doi.org/10.1051/matecconf/201817809009
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