Publications
113 results found
Makropoulos C, Butler D, Maksimovic C, 1999, GIS supported evaluation of source control applicability in urban areas, 4th International Conference on Developments in Urban Drainage Modelling (UDM 98), Publisher: PERGAMON-ELSEVIER SCIENCE LTD, Pages: 243-252, ISSN: 0273-1223
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- Citations: 14
Deletic AB, Maksimovic CT, 1998, Evaluation of water quality factors in storm runoff from paved areas, JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, Vol: 124, Pages: 869-879, ISSN: 0733-9372
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- Citations: 124
Deletic AB, Maksimovic CT, Loughreit F, et al., 1998, Modelling The Management Of Street Surface Sediment In Urban Runoff, Proc. Int. Conf. Novatech 98. Lyon, France
Butler D, Maksimovic CT, 1998, Edited Proceedings, UDM '98: Fourth International Conference on Developments in Urban Drainage Modelling (2 vols), Pages: 1-848
Kapor R, Trajkovic VP, Maksimovic C, et al., 1998, Modelling of river confluence by large eddy simulation, 3rd International Conference on Hydroinformatics, Publisher: A A BALKEMA PUBLISHERS, Pages: 149-154
Prodanovic D, Djordjevic S, Maksimovic C, 1998, GIS assisted model for dual drainage simulation, 3rd International Conference on Hydroinformatics, Publisher: A A BALKEMA PUBLISHERS, Pages: 535-542
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- Citations: 11
Deletic A, Maksimovic C, Ivetic M, 1997, Modelling of storm wash-off of suspended solids from impervious surfaces, JOURNAL OF HYDRAULIC RESEARCH, Vol: 35, Pages: 99-118, ISSN: 0022-1686
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- Citations: 60
Tomanovic A, Maksimovic C, 1996, Improved modelling of suspended solids discharge from asphalt surface during storm event, 2nd International IAWQ Specialized Conference and Symposia on Diffuse Pollution, Publisher: IWA PUBLISHING, Pages: 363-369, ISSN: 0273-1223
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- Citations: 21
SIMIC M, MAKSIMOVIC C, 1994, EFFECT OF THE SIPHON CONTROL ON THE DYNAMIC CHARACTERISTICS OF A TIPPING BUCKET RAIN-GAGE, HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES, Vol: 39, Pages: 35-46, ISSN: 0262-6667
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- Citations: 7
MAKSIMOVIC C, PRODANOVIC D, ELGY J, et al., 1994, GIS (OR GIM) IN WATER PROJECTS - TOOLS OR TOYS, 1st International Conference on Hydroinformatics, Publisher: A A BALKEMA, Pages: 89-96
Maksimovic C, Todorovic Z, Braga BPF, 1993, Urban drainage problems in the humid tropics
The paper aims at giving a brief overview of the contemporary urban drainage problems and technologies by placing a strong emphasis on specific problems emerging in areas of humid tropics. The need for learning on site specific solutions, in order to establish the appropriate technologies that will match the local needs in the best way, will be sought. Looking towards the future, the need for gathering appropriate and reliable local data which are invaluable for any respectable project is strongly emphasized. An integrated water management philosophy will be observed throughout the paper for determining the position of the system for urban drainage within the adjacent water related disciplines. -from Authors
MAKSIMOVIC C, TODOROVIC Z, BRAGA BPF, 1993, URBAN DRAINAGE PROBLEMS IN THE HUMID TROPICS, International Symposium on Hydrology of Warm Humid Regions, Publisher: INT ASSOC HYDROLOGICAL SCIENCES, Pages: 377-401, ISSN: 0144-7815
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- Citations: 1
Maksimovic C, Vukmirovic V, 1992, Stochastic rainfall and catchment characteristics as an input to deterministic urban runoff models
The paper deals with interaction of the stochastic features of storm and catchment characteristics and runoff. The following items in this process are stochastic: rainfall temporal and spatial characteristics; surface retention due to the seasonal variation of the surface cover (vegetation); infiltration due to the spatial variability of its parameters (conductivity and porosity) and of the antecedent moisture conditions. These items have been analyzed and the effect of the extreme statistics on the runoff are discussed. A hypothetical catchment is being used for the rainfall-runoff analysis. -from Authors
MAKSIMOVIC C, VUKMIROVIC V, 1992, STOCHASTIC RAINFALL AND CATCHMENT CHARACTERISTICS AS AN INPUT TO DETERMINISTIC URBAN RUNOFF MODELS, 6th IAHR International Symposium on Stochastic Hydraulics, Publisher: NATIONAL TAIWAN UNIVERSITY, Pages: 679-686
Maksimovic C, Buzek L, Petrovic J, 1991, Corrections of rainfall data obtained by tipping bucket rain gauge, ATMOSPHERIC RESEARCH, Vol: 27, Pages: 45-53, ISSN: 0169-8095
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- Citations: 16
Maksimovic C, Radojkovic M, 1989, Computational modelling and experimental methods in hydraulics (Hydrocomp '89, Dubrovnik), ISBN: 1851663746
Contains 49 papers from the conference covering investigations on physical processes in hydraulics and hydrology. There are seven sections: computer-controlled laboratory and field tests; free surface flows (general modelling, flow simulation in large water bodies, compound channel flow); water distribution networks; real-time control of water resources systems; expert systems and artificial intelligence in hydroscience; runoff modelling; miscellaneous. Most papers are abstracted separately. -M.A.Bass
Djordjevic S, Petrovic J, Maksimovic C, et al., 1989, Experimental tracer investigations in a compound laboratory channel
The experimental equipment, including originally developed photoelectronic colorimeter for dynamic measurements, is described, as well as data acquisition and processing procedures. In addition to velocity data, examples of the concentration distributions caused by both continuous and instantaneous injection are given. -from Authors
Maksimovic C, Radojkovic M, 1986, Urban drainage modelling. Proceedings of the international symposium on comparison of urban drainage models with real catchment data, Dubrovnik, April 1986., ISBN: 0080325580
At the symposium the themes considered were: use of laboratory catchments for rainfall-runoff studies (design, automation, operational problems, data acquisition and processing, applicability to prototype catchments); data collection in urban areas (selection of sites, equipment, data accuracy, telemetry, operational problems, model verification); application of mathematical models with laboratory and field catchment data; effects of model complexity and calibration on reproduction of real data. Most of the 41 papers are abstracted separately in Parts B or F. -after Editors
Prodanovic D, Spoljaric A, Ivetic M, et al., 1986, DYNAMIC CHARACTERISTICS OF A PRESSURE MEASURING SYSTEM., Pages: 113-121
Some results of an experimental study on dynamic characteristics of a system measuring liquid pressure fluctuations on a rigid surface have been presented in this paper. The system consisted of pressure tapping, connecting pipe and pressure transducer. The effect of the length and diameter of the connecting tube on the dynamic response of the system has been studied. The results of the first experiments have been presented in form of transfer functions. Conclusions concerning the application of the results obtained are drawn.
Maksimovic C, Sellin RHJ, 1986, Coping with peak storm sewer flows - an alternative based on drag reduction.
The method of operation of retention basins is outlined and the phenomenon of drag reduction from soluble polymer molecules is introduced. Results are reported from a permanent and fully instrumented polymer dosing station constructed over a 300 mm sanitary sewer in the UK.-from Authors
Radojkovic M, Maksimovic C, 1986, UDM data base - guidelines for application and first results.
The data from urban and laboratory catchments are indispensable information without which the appropriate development testing and application of urban runoff models is not possible. This paper illustrates the variety of possible applications of UDM data base part of which is presented in the book prepared by Maksimovic and Radojkovic (1986) on the occasion of UDM '86 Symposium. -Authors
Radojkovic M, Maksimovic C, 1984, DEVELOPMENT, TESTING AND APPLICATION OF BELGRADE URBAN DRAINAGE MODEL., Pages: 1431-1443
A specific urban drainage model has been developed at the Institute of hydraulic engineering at Belgrade University. Although the routing procedures applied in the model are quite simple for all runoff stages, the model is completely based upon conservation laws for mass momentum and upon well known physical parameters. The model was tested using data from three experimental urban catchments and satisfactory results were obtained. The results of the application of the model to sewer system design, taking into account the variable rainfall duration and return period, are also presented.
Ivetic M, Maksimovic C, 1984, FEASIBILITY OF THE USE OF AN ULTRASONIC DEPTH GAUGE IN A STILLING WELL FOR A TELEMETRIC SYSTEM.
The water level measuring system presented in the paper features several advantages over the classical solution (large stilling well-horizontal connecting pipe). The advantages are: lower cost of structure, lower risk of clogging, and easier maintenance. The required dynamic response of the measuring system can be achieved by properly choosing the dimensions of its parts. Adding the twin ultrasonic depth gauge to the system both resolution and accuracy in level gauging are increased. The measuring system is feasible for incorporation into telemetric data acquisition system. The system damps high frequency changes.
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