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Re-alignment of the Kolubara River Channel, Phase 1

General Description The Kolubara Coal Basin is located some 50 km southwest of Belgrade. It extends...

Neretva-Ulog HPP, Janjske Otoke HPP, and Bileća HPP

Client:  Electric Power Industry of Republika SrpskaChief Design Engineers: Dr. Dejan Divac, CE;...

FLOODMED: Monitoring, Forecasting and Best Practices for Flood Mitigation

FLOODMED: Monitoring, Forecasting and Best Practices for Flood Mitigation and Prevention in the...

Training of the Peštan River

Geological Background Information and Data Required for the Development of a Preliminary Design for...

Rehabilitation of Lake Aleksandrovac

Lake Aleksandrovac lies between the towns of Aleksandrovac and Kupinice in the Vranje Municipality,...

Preliminary Design for the Re-alignment of the Kolubara River Channel, Phase 2

Following the opening of the Veliki Crljeni strip mine, the Coal Extraction Development Strategy for...

  • Re-alignment of the Kolubara River Channel, Phase 1

    Tuesday, 11 May 2010 16:57
  • Vlasina Water Information System, Phase 1

    Friday, 19 November 2010 16:33
  • Neretva-Ulog HPP, Janjske Otoke HPP, and Bileća HPP

    Friday, 19 November 2010 16:57
  • FLOODMED: Monitoring, Forecasting and Best Practices for Flood Mitigation

    Tuesday, 11 May 2010 17:26
  • Training of the Peštan River

    Tuesday, 11 May 2010 17:17
  • Rehabilitation of Lake Aleksandrovac

    Tuesday, 11 May 2010 17:25
  • Preliminary Design for the Re-alignment of the Kolubara River Channel, Phase 2

    Tuesday, 11 May 2010 17:06
Projects Vlasina Water Information System, Phase 1
Vlasina Water Information System, Phase 1 PDF Print E-mail

HIS_Vlasina_2007_reke_grafClient: Electric Power Industry of Serbia
Chief Analyst: Dr. Dejan Divac, CE
Project Team: Dr. Zdravko Stojanović, CE; Zoran Simić, CE; Miomir Arsić, CE; Dejan Vučković, CE; and Dušan Mikavica, GE

The Vlasina HPP simulation model is comprised of: a simulation model database, a user interface, and mathematical simulation software. The database is GIS-oriented (Arc Hydro model) and contains all necessary information about the system (data sets, performance characteristics, thematic river basin components, and the like).

The interface was created through an advanced Windows application and is graphically supported.
The mathematical simulation software simulates the operation of the water system under current and future system configuration scenarios (hourly or daily data and computation).

The simulation model of the Vlasina HPP’s models water flow and water use within the catchment areas of the Vrla, Vlasina, Božica, Jerma and other rivers (some  850 km2).

The modeled area was decomposed for purposes of simulating different types of flow (natural and artificial flow through existing and potential future facilities). Vlasina WIS model elements include:
- Precipitation by catchment area;
- Runoff from catchment areas;
- Water losses in catchment areas;
- Water withdrawal from rivers;
- Reservoir transformations;
- Water table evaporation;
- Dam seepage;
- Overflows;
- Discharge through bottom outlets;
- Surface water flow;
- Canal flow;
- Flow through hydraulic tunnels and pipes;
- Flow through turbines and hydropower generation;
- Pumping station discharge and power utilization;
- Water consumption by users (water supply, irrigation).

The design concept ensures full interaction of the Vlasina WIS simulation model and the database of the Vlasina HPP discharge and water level data measurement, acquisition, transmission and archiving systems.

Version 1.0 of the Vlasina WIS simulation model is an extremely useful tool, which represents a significant advance compared to any other available decision-making support technology with regard to the Vlasina HPP catchment area water regime. The use of this model on a daily basis will provide insight into the potential effects of various management criteria and system performance under various future development scenarios, to ensure that reliable and efficient decisions are made.

 

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