The dam of the reservoir Cuibul Vulturilor, located on the Tutova river is an inhomogeneous earth dam with a maximum height of 15.0 m, with a clayey central core and lateral prisms made of clayey-dusty sands. For tracking the evolution of body dam seepage, 12 piezometers and a drainage pipe with discharge in the downstream connection channel of the bottom outlet are used. The paper presents the characteristic elements of the theoretical infiltration curve in the dam It also shows the hydro isohypses for the dam drawn with SURFER program, using the maximum hydrostatic levels in the piezometers measured in the year 2019. The distribution of the hydro isohypses across the dam is strongly influenced by the location of the piezometers and the ot...
Estimation of aggressiveness of filtration flow in the dam body is gaining importance in providing t...
In this research paper, a seepage flow through a non-homogeneous earth dam at various hydraulic head...
In assessing dam safety with respect to global instability, nominal pore water pressure distribution...
This paper performed two steps of analysis. The first step used Soil Conservation Service (SCS) meth...
Abstract: Lots of dam failures are the result of uncontrolled seepage. The collapse of the Situ Gint...
Currently, the problems related to the development of seepage are emerging more and more frequently....
As the primary ecological construction measure on the Loess Plateau, check dams play an essential ro...
Earth-fill dams are the most common types of dam and the most economical choice. However, they are m...
The paper describes and interprets watertightness problems that occurred in two Italian earth dams: ...
The article describes the definition of filtration flow gradients in the dam's body on the example o...
Earth dam is one of the oldest constructional establishments that man has used in agricultural field...
The study of the reliability and safety of the constructed earth-fill dams and the comparison with t...
The present paper presents a study case of improper dike rehabilitation and inefficient management o...
A physical model of earth dam is constructed a drainage and seepage tank in order to analyze the see...
In Civil and Geotechnical engineering a thorough knowledge of pore water seepage analysis is critica...
Estimation of aggressiveness of filtration flow in the dam body is gaining importance in providing t...
In this research paper, a seepage flow through a non-homogeneous earth dam at various hydraulic head...
In assessing dam safety with respect to global instability, nominal pore water pressure distribution...
This paper performed two steps of analysis. The first step used Soil Conservation Service (SCS) meth...
Abstract: Lots of dam failures are the result of uncontrolled seepage. The collapse of the Situ Gint...
Currently, the problems related to the development of seepage are emerging more and more frequently....
As the primary ecological construction measure on the Loess Plateau, check dams play an essential ro...
Earth-fill dams are the most common types of dam and the most economical choice. However, they are m...
The paper describes and interprets watertightness problems that occurred in two Italian earth dams: ...
The article describes the definition of filtration flow gradients in the dam's body on the example o...
Earth dam is one of the oldest constructional establishments that man has used in agricultural field...
The study of the reliability and safety of the constructed earth-fill dams and the comparison with t...
The present paper presents a study case of improper dike rehabilitation and inefficient management o...
A physical model of earth dam is constructed a drainage and seepage tank in order to analyze the see...
In Civil and Geotechnical engineering a thorough knowledge of pore water seepage analysis is critica...
Estimation of aggressiveness of filtration flow in the dam body is gaining importance in providing t...
In this research paper, a seepage flow through a non-homogeneous earth dam at various hydraulic head...
In assessing dam safety with respect to global instability, nominal pore water pressure distribution...