General design of membrane treatment plant for town of Zrenjanin
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Republic of Serbia water resources development
master plan
Vojvodina water supply conceptual design

Program for monitoring, evaluation and analysis of the impact of the Danube backwater on the embankment caused by the construction and the work of HPP "Djerdap I" and HPP "Djerdap II"

General project of regional hydrosystem "Srem"
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General design of a purification facility for urban and industrial wastewaters of the city of Niš
Peštan water supply system
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Variant solutions of the river Karaš engineering for big waters
Bogovina regional water system
(in PDF format)
Prvonek dam and reservoir
- finalization -

(in PDF format)
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(for the project review in PDF format click here)

 

     Town of Zrenjanin, as well as most of Banat region, is using groundwater from main aquifer of Vojvodina with main characteristics: high concentration of organic compounds accompanied with intensive color and high concentration of sodium (Na), over 250 mg/l.
     In 1987 Institute Jaroslav Černi prepared technical documentation for conventional water treatment plant. Raw water quality and natural constituents required high usage of chemicals (230 mg/l of aluminium sulphate, for instance) for obtaining of required water quality.
     In 1997 Institute Jaroslav Černi prepared technical documentation for membrane water treatment plant capacity 600 l/s. Main segments of membrane treatment plant are:

 

Chemical pre-treatment of raw water consists of:
          System for storage and dosage of sulphuric acid;
          System for storage and dosage of scale inhibitors.
Mechanical pre-treatment - microfilter cartridges;
Booster pumps for gaining of required pressure;
Nanomembranes;
Final recovery of water quality consists of:
          decarbonization;
          adding of lime milk.
Chlorination system;
System for cleaning and rinsing of membranes.

 

click to enlarge

Technological treatment plant
 
 
     Analysis of costs was made for conventional facility and membrane treatment plant. Conventional plant (capacity 500 l/s) is 21.4% more expensive than membrane treatment plant of capacity 600 l/s and specific investments in conventional plant are 45.7% higher. Also, conventional treatment has 30.5% larger annual costs expressed per 1 m3 of treated water (0.338 $/m3 against 0.259 $/m3).

Institute for the development of water resources "Jaroslav Černi", 2001.

 

 

 

 

Water Resources of Serbia Management 2001 monograph