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View article: Methodology for determining input parameters of hydraulic and organic load WWTP
Methodology for determining input parameters of hydraulic and organic load WWTP Open
The condition of the existing sewerage system, the mean value and extremes of hydraulic loads for dry and rainy weather, organic load and key parameters of wastewater quality are determined based on the analysis of the collected technical …
View article: Preparing for Revitalization of the Turbines of the Đerdap 2 HPP: Measurement of Velocity Distribution at Turbine Inlets
Preparing for Revitalization of the Turbines of the Đerdap 2 HPP: Measurement of Velocity Distribution at Turbine Inlets Open
The continuous flow measurement on hydroelectric turbine units is conventionally carried out using the relative methods (mostly Winter-Kennedy), where the complex velocity field in flow cross section is replaced by a single measured quanti…
View article: Hydrodynamic Loads in a Stilling Basin of a Converging Stepped Spillway: An Experimental Study
Hydrodynamic Loads in a Stilling Basin of a Converging Stepped Spillway: An Experimental Study Open
This paper presents a methodology for estimation of hydrodynamic loads acting on the bottom and at the walls of a stilling basin of a stepped chute with converging walls, based on the pressure measurements at the selected points of a scale…
View article: Velocity field and discharge measurements at the turbine inlet of Iron Gate 2 hydropower plant
Velocity field and discharge measurements at the turbine inlet of Iron Gate 2 hydropower plant Open
<p>To define the performance characteristics of turbines in Hydropower Plants (HPP) accurate hydraulic, mechanical and electrical quantities are needed. The discharge is the most difficult quantity to measure and assess its uncertain…
View article: Hydraulic Jumps in Adverse-Slope Stilling Basins for Stepped Spillways
Hydraulic Jumps in Adverse-Slope Stilling Basins for Stepped Spillways Open
The performance of flat stilling basins can be inadequate for conditions when the tailwater depth is insufficient for hydraulic jump stabilization. In such cases, adverse-slope stilling basins can be used because they reduce the necessary …