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Приказ резултата 11-20 од 21
Mathematical modeling of the sewage system for improvement of the system and the WWTP in the Maribor city / Matematički model kanalizacionog sistema Maribora radi unapređenja kanalizacionog sistema i rada PPOV-a
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2009)
This paper discuss conditions and constraints for WWTP operation using mathematical modeling of the sewage system for the city of Maribor. Using results of SWMM model accounting for various phases of urban surface runoff ...
Integrated management of the urban water cycle: General concepts / Integralno upravljanje gradskim vodama - generalni koncept
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2008)
This paper presents an overview of current and prospective practice in urban water management. It gives a suggestion of use of a different - integrated approach, introducing two specific aspects of urban water planning: ...
Estimating double side-channel spillway capacity / Procena propusne moći dvostrukog bočnog preliva
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2009)
The capacity of the double side-channel spillway, consisting of the two spillways, with channels joining into a common single branch, is estimated in this paper. For the specific site conditions, such an arrangement may ...
Management of water losses in water supply systems: Book concept / Upravljanje gubicima vode u vodovodnim sistemima - koncept knjige
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2006)
Water leakage management in water supply systems / Upravljanja gubicima u vodovodnim sistemima
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2008)
Leakage reduction and reduction of un-rationalized water usage is the basis for the effective operation of Water Utility. Current practice of reactive (or passive) leakage reduction should be replaced by proactive search ...
Enhancement of digital elevation models for overland flow network delineation in urban catchments / Poboljšanje digitalnog modela terena za delineaciju površinskog tečenja na urbanim slivovima
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2009)
Algorithms to prepare Digital Elevation Models (DMTs) for hydraulic analysis are common practice; these are often called DMT enhancement algorithms, and are frequently the first step of the analysis to extract overland ...
Measurements on lake Zavoj for the purpose of water quality management and control / Merenja na jezeru Zavoj u cilju praćenja i upravljanja kvalitetom vode
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2008)
Eutrofication represents a serious limiting factor in a various utilization of water from reservoirs. In order to recognize driving processes in a lake 'Zavoj', near Pirot, a comprehensive measurement campaign has been ...
The Belgrade waste water system during severe rainfall / Beogradski kanalizacioni sistem u uslovima ekstremnih padavina
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2009)
The Belgrade waste water system started being built more than 100 years ago. It is getting larger in accordance to urban development aimed at collecting most of waste water including rainfall runoff and communal and ...
The pressurized pipelines: The risk of bidirectional fluid exchange with the environment / Cevovodi pod pritiskom i rizik od razmene fluida sa okolinom
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2009)
The pressurized pipeline fluid transport is supposed to be cheap, reliable and efficient. If buried, pipelines are hard observable by means of leaks, minor cracks and asset damages. These phenomena can influence both the ...
Combined sewer overflow and dilution in urban drainage / O rasteretnim prelivima i razblaženju u kanalisanju
(Udruženje za tehnologiju vode i sanitarno inžinjerstvo, Beograd, 2006)
It is a well established practice in Serbia within the design of sewer systems to adopt the so called required dilution as a criterion for design of combined sewer overflows (CSOs). This required dilution is defined as the ...