1 7 71fi s 4 db7gdb www.institut-isi.si TERNATIONAL JOURNAL OF SANITARY GINEERING RESEARCH ber 1 I december, 2013 9771854067006 In this issue of the International Journal of Sanitary Engineering Research the readers can find four articles with the various interesting topics. M. Cvetkovic and B. Kompare studied the influence of ballast water on the marine ecosystems. This topic is of high interest for the Slovenia too because of the port Koper. K. Godic Torkar and R. Fink are discussing the potential applications of rapid microbiological methods for detection of antibiotic residues in wastewater, surface and well water. A. Ovca and his colleagues investigated the efficiency of thermal insulating bags during transport of cooled food items. The last topic which is also discussed here is sanitary - technical and hygienic conditions of Slovenian kindergartens with the improvement proposals. K. Kocjan Zgajnar, A. Galicic, U. Zoran, L. Pajek and M. Dovjak investigated above mentioned conditions in 35 playrooms in 16 kindergartens. According to the presented results in many playrooms sanitary - technical and hygienic conditions do not fulfil regulation demands. Namely irregularities are many related to improper installation of final coverings, to low parapet heights and total opening area of windows, poor hygienic conditions, and selection of materials that may present health risks. The measures proposed for the improvement are beside others also changing the PVC windows frames with wooden ones and providing proper size of total window surface. Slovenian government issued three tenders for co-financing the energy renovation of the public buildings owned by the municipalities. Through this action many kindergartens is to be renovated. The renovation includes changing the windows and doors, thermal insulation of the facades and roofs, renovation of the heating systems. This means that this is proper time that municipalities, designers and other stakeholders take into the account proposed measures in order to improve sanitary - technical conditions in their kindergartens. In many kindergartens the existing windows (with frames from various materials) will be replaced with the energy efficient ones with wooden frames. Thermal insulation of the facades and ceilings includes use of the glass wool and rock wool. Installation of the polystyrene thermal insulation increase risk of fire and decrease safety of the pupils and children. After the energy renovation of the buildings another problem will appear. Namely with the renovation of the building envelope the natural ventilation is almost prevented. The installation of the ventilation systems is not eligible costs and is not installed. During the heating season the air quality in playrooms will be decreased. There we are faced with the paradox that energy renovation of the buildings has negative influence on the sanitary conditions in the buildings. There are several possibilities available to improve air quality in the playrooms. One of the simplest is ongoing ventilation with the partly opened windows. In this case the energy losses are too high. The second most appropriate possibility is periodic natural ventilation with the short term full opened windows. The kindergarten teachers should be proper educated how to keep proper air quality in their playrooms not to increase energy losses. Therefore the researches in this topic should continue or repeat their investigations after the energy renovation of the kindergartens is finished. Sincerely, Editor-in-chief Janez Petek SANITARNO INTERNATIONAL JOURNAL N/ OF SANITARY ENGINEERING INZENIRSTVO RESEARCH Izdaja - Published by: INŠTITUT ZA SANITARNO INŽENIRSTVO INSTITUTE OF FOOD SAFETY AND ENVIRONMENTAL HEALTH ZBORNICA SANITARNIH INŽENIRJEV SLOVENIJE THE CHAMBER OF SANITARY ENGINEERS OF SLOVENIA GLAVNI UREDNIK / Editor-in-Chief Janez PETEK Inštitut za sanitarno inženirstvo / Institute of Food Safety and Environmental Health, Ljubljana, Slovenia TEHNIČNI UREDNIK / Technical Editor Aleš KRULEC Inštitut za sanitarno inženirstvo / Institute of Food Safety and Environmental Health, Ljubljana, Slovenia Sonja MAJCEN Inštitut za sanitarno inženirstvo / Institute of Food Safety and Environmental Health, Ljubljana, Slovenia NASLOV REDAKCIJE IN UPRAVE / Zaloška cesta 155, SI-1000 Ljubljana, Slovenija Address of the Editorial Board and Administration Tel: (+386)-1-5468-393, Fax: (+386)-1-5468-394 E-mail: info@institut-isi.si www.institut-isi.si;http://journal.institut-isi.si UREDNIŠKI ODBOR / Editorial Board Borut POLJŠAK Univerza v Ljubljani, Zdravstvena fakulteta / University of Ljubljana, Faculty of Health Sciences, Ljubljana, Slovenia Andrej OVCA Univerza v Ljubljani, Zdravstvena fakulteta / University of Ljubljana, Faculty of Health Sciences, Ljubljana, Slovenia Matej GREGORIČ Inštitut za varovanje zdravja Republike Slovenije / Institute of Public Health of the Republic of Slovenia Mojca JEVŠNIK Univerza v Ljubljani, Zdravstvena fakulteta / University of Ljubljana, Faculty of Health Sciences, Ljubljana, Slovenia Dražen LUŠIC Sveučilište u Rijeci, Medicinski fakultet Rijeka / University of Rijeka, School of Medicine, Rijeka, Croatia Marina ŠANTIC Sveučilište u Rijeci, Medicinski fakultet Rijeka / University of Rijeka, School of Medicine, Rijeka, Croatia Martin BAUER Univerza v Ljubljani, Zdravstvena fakulteta / University of Ljubljana, Faculty of Health Sciences, Ljubljana, Slovenia Aleksandar STOJANOVIC Institut za javno zdravlje Niš, Srbija / Public Health Institute of Niš, Niš, Serbia Branislava KOCIC Institut za javno zdravlje Niš, Srbija / Public Health Institute of Niš, Serbia; Univerza u Nišu, Medicinski fakultet / University of Niš, School of Medicine, Niš, Serbia Jadranka FRECE Sveučilište u Zagrebu, Prehrambeno-biotehnološki fakultet u Zagrebu / University of Zagreb, Faculty of Food Technology and Biotechnology, Zagreb, Croatia © Inštitut za sanitarno inženirstvo, 2012. © Copyright by Institute of Food Safety and Environmental Health. Vse pravice pridržane. Reproduciranje in razmnoževanje po zakonu o avtorskih pravicah ni dovoljeno! ■ © Inštitut za sanitarno inženirstvo, 2013. Content Analysis of sanitary-technical and hygienic conditions of Slovenian kindergartens and proposed measures ............................4 Katarina KACJAN ŽGAJNAR, An GALIČIČ, Urška ZORAN, Luka PAJEK, Mateja DOVJAK The efficiency of thermal insulating bags during domestic transport of chilled food items.....................................................21 Andrej OVCA, Telma NOVO, Silvia sECO, Mojca JEVSNIK Potential applications of rapid microbiological methods for detection of antibiotic residues in wastewater, surface and well water ...............................................................................31 Karmen GODIC TORKAR, R. FINK New ballast water treatment system - combination of filtration, hydrocyclone and cavitation tehnologies ......................................48 Martina CVETKOVIC, Boris KOMPARE © Inštitut za sanitarno inženirstvo, 2013. ■ Original scientific article Analysis of sanitary-technical and hygienic conditions of slovenian kindergartens and proposed measures Katarina KACJAN ŽGAJNAR1, An GALIČIČ, Urška ZoRAN, Luka PAJEK, Mateja DoVJAK2* abstract Most children in early childhood spend approximately one third of the day in kindergartens. Therefore, it is essential that their stay in an educational institution is comfortable and without adverse health effects. Statistical data over the last decade show that the amount of enrolled children in kindergartens has increased. The problem of overcrowded kindergartens is usually solved by changing the existing norms for class sizes, or with alternative spaces that do not serve the original purpose. According to EU Directives, kindergartens are among building facilities that have to be renovated. The purpose of the paper was to analyse sanitary-technical and hygienic conditions of the selected playrooms of kindergartens and to define measures. Real-state conditions were evaluated in 35 playrooms of 16 kindergartens in the Central Slovenian region. The main emphasis was on the used materials, their cleaning capability, room acoustics, natural daylight, safety and comfort issues, as well on their possible adverse health effects. The combination of observation, measurements and calculations of reverberation time, and comparison with regulation demands was carried out. In many playrooms sanitary-technical and hygienic conditions did not fulfil regulation demands. Irregularities are mainly related to improper installation of final coverings, to low parapet heights and total opening area of windows, poor hygienic conditions, and selection of materials that may present health risks. Calculated and measured reverberation times deviated from optimal values. Key words: playrooms, sanitary-technical conditions, hygiene, noise, measures Received: 11. 11. 2013 Accepted: 17. 12. 2013 1 Senior Lecturer, MSc. Katarina Kacjan Žgajnar, dipl. san. inž. University of Ljubljana Faculty of Health Sciences Zdravstvena pot 5, 1000 Ljubljana katanna.kaqan@zf.uni-lj.si *Corresponding author Assistant, PhD. Mateja Dovjak, dipl. san. inž. University of Ljubljana Faculty of Civil and Geodetic Engineering Chair for Buildings and Constructional Complexes, Jamova cesta 2 1000 Ljubljana, Slovenia mdovjak@fgg.uni-lj.si INTRODUCTION In Slovenia, children are included in the system of pre-primary education (i.e. kindergartens, day-care centres, preschool) from the end of the maternity leave (i.e. 11 month old) till starting compulsory education [1]. According to preschool legislation, learning standards and guidelines [25], the maximum kindergarten class sizes are from 14 to 24 children, depending on the child age, special needs and disabilities. Kindergartens present biological, physical and social environment where a child usually spends approximately one-third of the day. The environment of kindergarten has a strong interactive influence on a child [6], so it is very important to assure a high level of safety without any health risks. Children represent a specific population group, mainly due to their lower body weight, higher activity levels and age-related behavioural characteristics. In the childhood, the immune system is not fully developed, so children are more susceptible to environmental influences [7,8] than adults. Moreover, entering kindergarten also presents a physiological health risk for a child (i.e. stress). Epidemiological data indicate an increased morbidity among children in the first months of visiting kindergartens [9]. Statistical data of the Republic of Slovenia showed that in the school year 2012/13 almost 77 % of all children of proper age were enrolled in kindergartens. The number of enrolled children in kindergartens increased from 70 % in school year 2008/2009 to 77 % in school year 2012/13 [10]. The EU benchmark on pre-school participation stipulates that by 2020 at least 95 % of children between the age of 4 and the starting age of compulsory education should participate in early childhood education [10-12]. Despite large amount of children enrolled in early childhood education system, many existing buildings do not fulfil pre-school standards and guidelines. Moreover, the problem of overcrowded kindergartens is usually solved by changing existing norms for class sizes, or with alternative spaces that usually do not serve the original purpose (i.e. containers, mobile houses). For example, the average age of the selected kindergarten buildings in the Central Slovenian region is 1978. According to EU Directives [13-15], kindergartens are among the building facilities, which have to be renovated. Current studies on kindergartens and health issues are mainly focused on chemical risks, i.e. chemical pollutants in indoor air [16,17], metal contamination [18,19], radon emission sources [20]; biological risks, i.e. transmission of biological agents [21-23], microbiological quality and safety of food [24] as well on physical risks, i.e. noise [25-28]. The review by Le Cann et al. [29] was taking a broad approach to the indoor environment and including chemical, microbial, physical and social aspects. Noise as a physical health risk in kindergartens presents well researched topic [25-27]. McAllister et al. [25] studied children's exposure to background noise at the ears during a normal day in three day-care centres in Linkoping, Sweden. Chatzakis et al. [26] performed measurements of noise levels in occupied and unoccupied classrooms Kindergartens present biological, physical and social environment where a child usually spends approximately one-third of the day. The environment of kindergarten has a strong interactive influence on a child, so it is very important to assure a high level of safety without any health risks. Epidemiological data indicate an increased morbidity among children in the first months of visiting kindergartens. For example, the average age of the selected kindergarten buildings in the Central Slovenian region is 1978. According to EU Directives, kindergartens are among the building facilities, which have to be renovated. Studies dealing with overall sanitary-technical and hygienic issues of kindergarten playrooms are rare. However, there are no defined measures important for building design and renovation. in overall ten kindergartens in the city of Heraklion, Crete, Greece. Sjo-din et al. [27] carried out an investigation on 101 employees at 17 pre-schools in Umea county, Sweden. Voss [28] investigated the correlation between the reverberation time (that is the time that would be required for the sound pressure level in the enclosure to decrease by 60 decibels after the source has been stopped) and the resulting room noise level, as well as the correlation between the one-hour room noise levels and the number of children present in day-care centres, Denmark. Kovacic and Kacjan Zgajnar [30] and Kacjan Zgajnar et al. [31,32] measured equivalent and impulse levels of noise in kindergartens in Ljubljana, Slovenia. The results from the above studies often exceeded the permissible noise levels for working and living environments [33-35]. Based on the results by Voss [28], three main factors for effective reduction of noise levels in day-care centres were defined, i.e. physical surroundings (buildings, rooms, etc.), the number of children, and social behaviour. Other guidances in schools also include acoustic [36] as well as educational measures [37]. The effectiveness of measures for the reduction of noise levels was evaluated in a few studies. Gerhardsson and Nilsson [38] studied noise-related problems in personnel at Swedish day-care centres before and after acoustical treatment. L'Espérance et al. [39] performed measures of noise levels, reverberation time and the surface radiation factor at 40 locations in 20 day-care centres in Quebec. Installing an acoustic ceiling and adding a band of acoustic panels at the top of the walls reduced noise levels on average by 6 to 7 dBA [39] and 2 to 6 dB [38]. There even exist defined recommendations for the reduction of noise levels in kindergartens, but there is still a large gap between recommended implementation and execution. Studies dealing with overall sanitary-technical and hygienic issues of kindergarten playrooms are rare. However, there are no defined measures important for building design and renovation. The purpose of our paper is to analyse sanitary-technical and hygienic conditions of selective playrooms of kindergartens in the Central Slovenian region. The main emphasis was on the used materials, their cleaning capability, room acoustics, natural daylight, safety and comfort issues, as well on their possible adverse health effects. The main findings will be compared with current regulations and guidelines. Based on the comparison, measures important for building design stage, construction and renovation will be prepared. STATISTICAL BACKGROUND: SLOVENIA, EU In Slovenia, in the school year 2012/13, almost 77 % of all children of the proper age are enrolled in kindergartens [10]. In the school year 2012/13, 938 kindergartens and their units were providing pre-school education; this is 16 more than in the previous school year [10]. The majority (95 %) of kindergartens are public; only 50 or 5 % are private. In the school year 2012/13 the number of children enrolled in kindergartens increased by 2.3 % over the previous school year, but the growth is not as high as in the school years 2008/09 to 2011/12, when the annual growth rate was around 7 %. Slightly more than 83,000 children were enrolled in kindergartens and in child-minders' families, which is 76.7 % of all children of the proper age. Compared to the previous school year, the number of children particularly increased in the second age period (children from the age of 3 up to entering basic school), which represented a 3.3 % increase in enrolment, so that the share now stands at almost 90 %. In the first age period (children up to 3 years) the number of children increased only slightly. Kindergartens now include more than half of the children in this age group. Slightly more than 38,500 4- and 5-year-olds are enrolled in pre-school education, which is 93.3 % of all children of that age [10]. In the school year 2012/13 pre-school care and education in kindergartens is provided by about 10,453 professional staff, of whom 4,986 are educators and 5,467 assistant educators. There are 2 % men - mostly assistant educators - among professional staff. There are on average 8.1 children per educator and assistant educator; in the first age period 6.2 children and in the second age period 9.4 children [10]. According to EU statistics [11,12], there was a significant rise in children attending pre-primary education, from 85.6 % in 2000 to 92.5 % in 2009 (between the age of 4 and the start of compulsory primary education). In Belgium, Spain, France, Italy and the Netherlands, all children are enrolled at the age of 4 until the start of (compulsory) primary education, while Germany, Cyprus, Latvia, Lithuania, Austria, Poland, Portugal, Romania, Slovenia, Finland and Sweden have seen significant increases in participation over the period. In general, in the EU Member states, high levels of children attending pre-primary education correspond with high employment rates of women [11,12]. METHODS Analysis of sanitary-technical and hygienic conditions was performed from March to May 2013 in 35 playrooms (for children age from 3 to 6 years) of 16 kindergartens in the Central Slovenian region. General characteristics of playrooms and population group are described in Table 1. According to the required demands [3] the main observed groups of sanitary-technical and hygienic parameters were: material type (floor, wall, ceiling covering), cleaning capability (installation of cove fillet, washable wall covering), safety (parapet height, protection of radiator surfaces), natural daylight (window-to-floor ratio), comfort (installation of wall covering up to 1.2 m high, thermal properties-warm/cool feeling to touch), basic hygienic conditions (dust, curtains), room acoustics (reverberation time). Real-state conditions were evaluated according to EU and SI legislation. Possible adverse health effects were defined according to reviewed studies. Room acoustics were evaluated with calculated and measured reverberation times. Reverberation time was calculated with Sabine formula Eq. (1) [40-42], Eyring formula Eq. (2) [41-43] and Millington-Sette formula Eq. (3) [44-46]. According to EU statistics, there was a significant rise in children attending pre-primary education, from 85.6 % in 2000 to 92.5 % in 2009 (between the age of 4 and the start of compulsory primary education). = W3V (1) 5 A+4 mV where TS is calculated reverberation time with Sabine formula [s], V is the volume of the room [m3], A is the sum of the surface areas of the room multiplied by their respective absorption coefficients at a given frequency and m is the absorption coefficient as a function of air absorption and frequency [m-1]. Sabine formula (Eq. 1) should be used for rooms with volumes less than 200 m3 and a reasonable distribution of sound and lower sound absorption (absorption coefficient less than 0.2) [41,42]. _ 0.163 V (2) Ey -S \n(l—a)+4mV where TEy is calculated reverberation time with Eyring formula [s], where V is the volume of the room [m3], S is the total surface area of the room in [m2], a is average absorption coefficient [-] and m is the absorption coefficient as a function of air absorption and frequency [m-1]. Eyring formula (Eq. 2) should be used for rooms with higher sound absorption (absorption coefficient more than 0.2) [41,42]. _ 0,16 V (3) - -ZiSMi-«o (3) where TMS is calculated reverberation time with Millington-Sette formula [s], V is the volume of the room [m3], a1 is the sound absorption coefficient as sub-area S. Millington-Sette formula [44-46] should be used when the materials of a room have a wide variety of absorption coefficients [46]. Absorption coefficients at 500 Hz (relevant for child voice, baby cry, unoccupied room [47]) were selected from the relevant literature [48]. For the calculation it was assumed that the rooms were unoccupied. Measurements of reverberation time were performed in two typical playrooms (playroom No. 28, located in kindergarten M; playroom No. 33 located in kindergarten O). Measurements were conducted according to the standards [49,50]. Reverberation time was measured with calibrated modular precision sound analyser type 2260 Investigator, manufacturer Bruel and Kjaer. The observed sanitary-technical and hygienic conditions were evaluated according to the Rules on the criteria and the minimum technical requirements for space and equipment of kindergartens [3], Rules on the acoustic insulation in buildings [41], TSG-1-005:2012 [42], Rules on the protection of workers from the risks related to exposure to noise at work [33], Rules on the ventilation and air-conditioning of buildings [51], Regulation (EU) No 305/2011 [15] of the European Parliament and of the Council of 9 March 2011 laying down harmonised conditions for the marketing of construction products and repealing Council Directive 89/106/EEC. Calculated and measured reverberation times were compared to optimal levels for classrooms according to [42]. Tpt= 0,32 log V- 0,17 (4) where Topt is calculated optimal reverberation time [s] and V is the volume of the room [m3]. results and discussion Design of active spaces According to regulation demands [3], all active spaces in kindergarten have to be functionally designed according to child age. The position of active spaces must be transparent and directly connected to the central area. The plan of the playroom should be dynamic with minimum surface area 40 m2. The examined 35 playrooms were functionally designed according to child age group 3-6 years with transparent and direct connection to the central area. All plans were dynamic, but the surface areas of 13 playrooms (No. 1, No. 3, No. 7-9, No. 16, No. 22, No. 25, No. 26, No. 28 and No. 30-32) were less than 40 m2; surface areas of the following 4 playrooms were less than 35 m2 (No. 1, No. 3, No. 7, No. 9). Kindergarten Playroom No. Construction year [yr] No. of children [ ] No. of professional staff [ ] A 1 1952 21 2 2 23 3 B 3 1982 24 2 C 4 19 2 5 1973 24 2 6 23 2 D 7 21 2 8 20 2 9 1976 20 2 10 21 3 11 23 2 E 12 1976 21 3 F 13 1979 19 2 14 20 3 G 15 2005 22 2 H 16 2013 24 2 I 17 1971 19 2 18 24 2 J 19 19 2 20 23 2 21 1972 21 2 22 18 2 23 19 2 K 24 1963 21 2 25 19 3 26 21 2 L 27 1906 20 3 M 28 1979 22 4 N 29 20 2 30 1976 21 2 31 22 2 32 21 2 O 33 1976 19 2 P 34 2012 24 2 35 23 2 Table 1: Analysed 35 playrooms of 16 kindergartens (A-P) in the Central Slovenian region and population group. The majority of materials used in playrooms were wood (particle boards, plywood), parquet, linoleum, paint, glass, washable upholstery cushions, foam, cork, paper, fabric, and PVC (window frames). Most of used materials are harmless, but according to epidemiological studies some of them may present health risks. Sanitary-technical conditions Results of the evaluation of sanitary-technical conditions of the 35 playrooms in 16 kindergartens in the Central Slovenian region are presented in Table 2. Fulfilment of regulated demands is marked with + (evaluated real-state condition fulfilled regulation demand) or - (evaluated real-state condition did not fulfil regulation demand). Used materials in playrooms and their health issues Regulation (EU) No. 305/2011 [15] of the European Parliament and of the Council of 9 March 2011 laying down harmonised conditions for the marketing of construction products and repealing Council Directive 89/106/EEC define basic requirements for construction works and construction products (materials) that have to be fulfilled throughout the whole life cycle of a building. The construction works as a whole and their separate parts must be fit for their intended use, taking into account in particular the health and safety of persons involved throughout the life cycle of the works. Some of the main issues of the Regulation are hygiene, health and environment; safety and accessibility in use; protection against noise explicitly defined in basic requirements No. 3, No. 4 and No. 5. The Regulation [15] shall be binding in its entirety and directly applicable in all Member States, as well as harmonized with their horizontal and vertical legal framework. Basic requirement No. 3 - Hygiene, health and the environment [15], relevant for used materials, demands that construction works must be designed and built in such way that throughout their life cycle they will not be a threat to the hygiene or health and safety of workers, occupants or neighbours, nor have an exceedingly high impact, over their entire life cycle, on the environmental quality or on the climate during their construction, use and demolition. This basic requirement is harmonized with the Rules on the criteria and the minimum technical requirements for space and equipment of kindergartens [3] which defines that all constructional and installation products must be environmentally friendly without health risks. The majority of materials used in playrooms were wood (particle boards, plywood), parquet, linoleum, paint, glass, washable upholstery cushions, foam, cork, paper, fabric, and PVC (window frames). Most of used materials are harmless, but according to epidemiological studies some of them may present health risks [52-59]. The literature review [53,54] showed that wooden construction products and furniture as well as paints, adhesives, varnishes, floor finishes, disinfectants, cleaning agents and other household products present the main indoor sources of formaldehyde. Paints, varnishes and cleaning agents may be the source of volatile organic compounds (VOCs) [55-57]. Linoleum has been shown to emit a series of aldehydes and fatty acids as major VOCs [60]. Various studies [55,56,58,59] have indicated that numerous indoor sources and insufficient ventilation often result in higher formaldehyde and VOCs levels and may cause adverse health effects. Wieslander et al. [56] indicated that exposure to chemical emissions from Table 2: Evaluation of sanitary-technical conditions in 35 playrooms of 16 kindergartens, Central Slovenian region. Playroom/ observed parameter Material Cleaning capability safety issues Natural daylight Comfort Basic hygienic conditions Floor Wall Ceiling Cove fillet Washable wall covering Parapet height [m] Protection of radiator surfaces Window-to-floor area ratio [ %] Installation of wall covering up to 1.2 m high. Thermal properties- warm/cool feeling to touch Dusty shelves Curtain 1* parquet paint, wood paint - + 0.65 + 22.39 + + + 2* laminate paint paint - - 1.00** + 36.77 - + + 3 parquet paint, wood paint - - 0.61 + 34.92 - - + 4 linoleum paint wood + + 0.54 + 35.01 - - - 5 linoleum paint wood + + 0.54 + 19.48 - - + 6 linoleum paint wood - + 0.60 + 18.74 + - + 7 linoleum paint Armstrong gypsum board - + 0.80** - 33.12 - + + 8 linoleum paint Armstrong gypsum board - + 0.80** - 28.15 - + + 9 linoleum paint Armstrong gypsum board - + 0.80** - 36.08 - + + 10 linoleum paint Armstrong gypsum board + + 0.90 - 23.46 - + + 11 linoleum paint Armstrong gypsum board + + 0.90 - 25.27 - + + 12 linoleum paint, wood paint - + 0.50 + 36.29 + + + 13 linoleum paint, wood paint + + 0.40 + 21.80 + + - 14 linoleum paint, wood paint + + 0.52 + 21.02 + + - 15 laminate paint paint - + 0.55 + 18.49 - - + 16 linoleum paint paint - - 0.00 - 44.43 - + + 17 parquet paint Armstrong gypsum board - + 0.60 - 25.09 - - + 18 parquet paint paint - + 0.60 - 31.74 - + + 19 parquet paint paint - + 0.89** + 25.96 - + + 20 parquet paint paint - + 0.89** + 25.01 - + + 21 parquet paint paint - + 0.89** + 26.40 - + + 22 parquet paint paint - + 0.85** - 35.39 - + + 23 parquet paint paint - + 0.85** - 21.21 - + + 24 linoleum paint, wood paint + + 0.74** - 31.62 + - + 25 linoleum paint, wood paint + + 0.73** - 41.63 + - + 26 linoleum paint, wood paint + + 0.75** + 22.77 + - - . O ~ C • O — n re ° H ra ar Delvotest SP-NT BRT Discs G. s.b inh. zone (mm)c Discs B. s.d inh. zone (mm)c Beta Star Concen! the sam pg/L ® 5 „ Tä O 3= a Milk Water Milk Water Milk Water Milk Water Milk Water Macrolydes Erythromycin (E5389, 40 - - - - 6±0 6±0 6±0 6±0 - - Sigma Aldrich, USA) 75 + - + + 6±0 6±0 6±0 6±0 - - 150 + + + + 16±0.2 16±0.0 6±0 6±0 - - 300 + + + + 16.6±0.1 16.4±0.7 6±0 6±0 - - 0.001 0.1 - - 6±0 6±0 - 0.1 10 - - 6±0 6±0 - 0.4 40 - + 6±0 6±0 - 1.5 150 + + 18±0.6 6±0 - Amynoglicosides Kanamycin sulfate 37 - - - 6±0 6±0 6±0 6±0 - - (K4379, Sigma Aldrich, 75 - - - 6±0 6±0 6±0 6±0 - - USA) 378 + + + + 6±0 6±0 6±0 6±0 - - 3785 + + + + 6±0 6±0 6±0 6±0 - - 7570 + + + + 6±0 6±0 6±0 6±0 - - 37850 + + + + 6±0 6±0 6±0 6±0 - - 0.378 37.8 - - 6±0 6±0 - 0.757 75.7 - - 6±0 6±0 - 3.785 378.5 + - 6±0 6±0 - 37.85 3785 + + 6±0 6±0 - 75.70 7570 + + 6±0 6±0 - 378.50 37850 + + 6±0 6±0 - 3785 378500 + + 6±0 6±0 - 37850 3785000 + + 6±0 6±0 - Quinolones Nalidixic acid sodium 0.05 - - - - 6±0 6±0 6±0 6±0 - - salt (N3143, Sigma 1 - - - - 6±0 6±0 6±0 6±0 - - Aldrich, USA 5 + + + + 8±0.1 6±0 6±0 6±0 - - 25 + + + + 9±0 6±0 6±0 6±0 - - 0.01 1 - - 6±0 6±0 - 0.050 5 + + 7.7±0.5 6±0 - 0.25 25 + + 10±0.2 6±0 25 2500 + + 6±0 6±0 - 255 25520 + + 6±0 6±0 - Others Chloramphenicol 25 - - - - 6±0 6±0 6±0 6±0 - - (CO378, Sigma Aldrich, 50 - - - - 6±0 6±0 6±0 6±0 - - USA) 250 - - - - 6±0 6±0 6±0 6±0 - - 2500 + + + + 6±0 6±0 6±0 6±0 - - 5000 + + + + 6±0 6±0 - 0.025 2.5 - - 6±0 6±0 - 0.25 25 - - 6±0 6±0 - 2.5 250 - - 6±0 6±0 - 25 2500 + + 6±0 6±0 - 50 5000 + + 6±0 6±0 - a - after 100-fold concentration with lyophilization followed by resuspension with distilled water or nutrient broth; b - G. s.: disc diffusion method with Geobacillus stearothermophilus var. calidolactis; c - diameter of inhibition zones in mm (mean values of 3 measures and the average deviations of the mean); d - B. s.: disc diffusion method with Bacillus subtilis; e - NM: not measured; f - The detection limits of the methods, representing 95 % positive results for each antibiotic in the experiment, were highlighted in the bolt script. calidolactis C953 (ATCC7953, 1.11499, Merck, Germany) which is added to the melted sterile agar medium according to Kundrat (1.10662, Merck, Germany), and Bacillus subtilis strain BGA (DSM618, 1.10649, Merck, Germay) in Test Agar pH 7.2 for the inhibitor test (1.15787, Merck, Germany). The tracer method BetaStar (Neogen Corporation, USA) is a receptor binding assay, which detects penicillins and cephalosporins. The procedures were carried out following manufacturer's instructions and recommendations of previous publications [1, 20, 21, 22, 23, 24, 25, 26, 27, 28]. The spiked samples were tested in triplicates using different assay batches and environmental samples in duplicates as well. The statistical analyses were calculated by using IBM SPSS Statistics 20 programme. The statistical analysis included analysis of Pearson Chi-Square between samples. Two-sided asymptomatic significance was set at a=0.05. RESULTS AND DISCUSSION The surface waters and especially underground water are sources for drinking water supplies, so its physiochemical and microbiological quality is very important. Most classical bioassays for detecting genotoxic substances generally in water samples have not proven very sensitive to antibiotics or are not fast enough screening tools [12, 13], their minimal detection concentrations for antibiotics are higher than those that have proven at routine methods for the detection of antibiotics in food. We assessed the suitability of some commercial microbiological and tracer methods routinely used in food control for detection of antibiotics in water. Their minimal detection levels for single antibiotic residues are mostly in the concentrations prescribed as MRL in food samples [29] (Table 2). The concentrations of antibiotics residues are in water sources according published reports lower than MRLs for food. The concentrations of antibiotics in streams were up to 0.694 ug/L [30]; up to 1.435 ug/L [16] up to 2.3 ug/L [31, 32], or even up to 6.72 ug/L [33], depending on the type of detected antibiotic, the sample, the area and the season of sampling. The highest concentrations of quinolones in surface water were from 0.3 to 1.3 ug/L, while the mean values of p-lactams were found around 0.25 ug/Land amynoglycosides 0.04 ug/L [9, 31]. Feitosa-Fe-lizzola and Chiron [33] reported about the concentrations of clarithromycin and oxitetracycline in streams 0.02 and 0.08 ug/L, respectively (Table 1). The maximal concentrations of antibiotics in wastewater samples from hospitals were in the range from 0.01 to 15 ug/L [31], from 11 to The spiked samples were tested in triplicates using different assay batches and environmental samples in duplicates as well. 69.570 ng/L [32] or from 0.0039 ug/L to approximately 27 ug/L [34]. Brown [35] and Kümmerer [36] detected ß-lactams in hospital wastewater in ranges even from 0.85-80 ug/L. These values are in most cases, particularly in waste waters, approximately 100-fold lower than the MRLs and minimal detection concentrations obtained by routine methods used in food industry. In order to use these routine microbiological methods for detection of antibiotics on the levels found in water, samples should be concentrated in this way, that we could still observe a wide range of different groups of antibiotics. Many antibiotics are sensitive to some solvents or high temperatures, so the chosen procedures of samples preparation should not change their concentration or activity. In our experiment we used the lyophilization of the samples, which is recommended for preparing of test samples for validation of microbial inhibitor tests for ISO 13969/ IDF 183 [18]. This procedure would not affect the sensitivity of the method, the activity of the test bacteria, larger changing in pH, persistence of wider range of antibiotics which can be present, and composition of water samples. Hirsch [4] used this technique for preconcentra-tion the water samples before quantification the antibiotics using HPLC-electrospray-tandem-mass spectrometry. Some other ways of concentration, like evaporation and thermization could lead the degradation of antibiotics [37]. The sensitivity of the assays for detecting antibiotics in spiked water samples The chosen methods and concentrations of tested antibiotics as well as minimum detection limits using the standard solutions of antibiotics are represented in Table 1. With Delvotest SP-NT we detected penicillin and ampicillin in concentrations 2.5 ug/L of water sample. After 100-fold concentration of the samples using lyophilization this minimal detection sensitivity was 0.025 ug/L. The minimal concentrations of cloxacillin, erythromycin, kanamycin, nalidixic acid and chloramphenicol, where we obtained the positive reaction of Delvotest, were at least 100 ug/L, 150 ug/L, 378500 ug/L, 5 ug/L and 2500 ug/L of sample, respectively. These values were after concentration decresed 100-fold for each antibiotic (Table 1). The detection levels of ß-lactams penicillin and ampicillin were in spiked water samples the same as Mitchell [38] obtained for milk. Delvotest was slightly less sensitive to cloxacillin and chloramphenicol, and more sensitive to erythromycin as it was reported for milk samples [24, 38]. The sensitivities of BRT-AiM towards penicillin, ampicillin, cloxacillin, erythromycin, kanamycin, nalidixic acid and cloramphenicol were in concentrations of at least 2.5 ug/L, 2.5 ug/L, 1 ug/L, 75 ug/L, 378500 ug/L, 5 ug/L and 2500 ug/L of sample, and after lyophilisation 0.025 ug/L, 0.025 ug/L, 0.01 ug/L, 0.75 ug/L, 3785 ug/L, 0.05 ug/L and 25 ug/L for each antibiotic, respectively. Our results showed the lower detection limit for cloxacillin, than it is reported for BRT-AiM test for milk [39, 40] (Table 2). Table 2: Limits of detection of tested methods towards antibiotics (pg/L) used in the experiment and MRLs for cattle milk. Drugs Delvotest3 BRTb Disc G. s.c Disc B. s.c BetaStar" MRLe Penicillines Benzylpenicillin 1-2 2-3 6 18 2-4.8 4 Ampicillin 4 2-3 5 -g 4-7 4 Cloxacillin 20 20-30 35 - 6-9 30 Macrolides - Erythromycin 40-80 40-60 225-600 100 40f Others - Chloramphenicol - - - 10000 - - Aminoglycosides Kanamycin - - 28000 - 150f Quinolones Nalidictic acid - - - - - - a[24, 41]; b[39]; c[20];d[28]; e[44, 48]; f[49]; g not mentioned BRT-AiM test and Delvotest showed very similar sensitivity to spiked antibiotic concentrations in water samples, except BRT-AiM test was according our results slightly more sensitive to cloxacillin and erythromycin. G. stearothermophilus var. calidolactis is the test organism used in both assays which have consequently simmilar sensitivity. They differ among themselves only in the fact, that the color indicator at Delvotest SP-NT reacts to changes in pH values, while at the BRT-AiM test is sensitive to changes in redox potential. The minimal detection limits could be in some cases even lower and more precise if we have used a larger number of spiked samples with minnor differences in the concentrations of the antibiotics. The satisfactory sensitivity of these two diffusion methods towards amynoglicoside kanamycin and even nalidixic acid as representative of quinolons is delightful, particularly we did not find any limits for these two antibiotics in milk. Both assays are sensitive not only to a wide range of p-lactams but also to representatives of macrolides, amynoglycosides, lincosamides, sulphonamides etc. as well [24, 39, 40]. It is important, that they can be applicable for screening of samples with a wide range of pH values higher than 5.5 [41]. Some adaptations of the Delvotest and BRT-AiM protocols were required to produce results from environmental samples. Smith [19] recommended that the water samples should be transferred into a nutrient media to stimulate the bacterial spores to germination and then the vegetative cells to rapid growth and respiration. We obtained some differences in results between samples, dissolved after lyophilization in water and in broth. The samples with 37.8 pg/L of kanamycin and 255 pg/L of nalidixic acid, dissolved in nutrient broth showed with BRT-AiM assay positive reaction. On the contrary, the Matrix effect was minimal and did not significantly affect on the results. negative reaction at the broth sample with 0.0504 ug/L of nalidixic acid using Delvotest SP-NT was observed as well. In other spiked samples there were no differences in results between samples resuspended in nutrient broth and water. The standard control samples with deffined concentrations of penicillin were used to check the correct procedure of Delvotest SP-NT and BRT-AiM, while the end points of incubation were determined as the time at which the blanks (distilled water, broth) turned yellow. We must point out that we had to extend the incubation for 30 minutes and it took at both assays from 3 hours 30 minutes, regardless of weather it was used nutrient broth or water for resuspendion of lyophilized samples. BetaStar is sensitive to p-lactam antibiotics penicillin, ampicillin and cloxacillin in milk in concentrations between 2 to 9 ug/L [27, 28]. Our examination of spiked water samples using BetaStar showed slightly higher minimum detection levels for penicillin. The reaction was negative in the test samples with all p-lactams in concentrations of 2.5 Ug/L and positive at 6 ug/L, 10 ug/L and 16 ug/L of penicillin, cloxacillin and ampicillin, respectively. In concentrated samples the minimal sensitivity values were 100-fold lower. We also agree with previous reports, that there was observed the equal sensitivity to cloxacillin in the comparasion to reports for milk samples [38, 42] (Table 1, table 2). The repeatability of the test was very good and the results were not significantly influenced by small changes (e.g. pH values) in the protocol [28]. Calculation of the Chi-Square statistical tests indicate that there were statistically significant relationships between the results obtained by Delvotest SP-NT, BRT-AiM test and BetaStar (p<0.05). A comparisson of all three methods shows high correlation (p<0.05) and therefore relevance of tested methods. We also found statistically significant relationships between the results of the determination of the antibiotics in milk and water samples and in samples before and after concentration as well (p<0.01). Matrix effect was minimal and did not significantly affect on the results (Table 3). More than 6.0 ug of penicillin per litre of water or broth was detected also with both disc diffusion methods. The inhibition zone around disc with 25 ug/L of ampicillin and 150 ug/L of erythromycin on the medium seeded with G. stearothermophilus var. calidolactis was obvious in all three repetitions, while bacteria B. subtilis was not inhibited. The inhibition zone was measured also arround the disc with nalidixic acid in concentration 5 ug/L, but not in higher concentrations used (Table 1). The disc diffusion methods were in our experiment less sensitive than ampoule diffusion methods Delvotest and BRT-AiM. The inhibition zones were at both disc diffusion assays against expectations at higher concentrations of antibiotics in spiked samples smaller than at lower concentrations. Disc diffusion method with B. subtilis was sensitive only to penicillin (Table 1) in spite of Okerman [43] reported about positive reaction to cephalosporines, some quinolones, lincosamides, macrolides, aminoglycosides, and sulphonamides as well. Its sensitivity depends on the pH of the medium and the constitution of the sample matrix. The pH values of the agar medium were targeted to 7.2, because this assay is considered to be according producer's instructions under these conditions slightly less sensitive to penicillin, gentamycin and streptomycin, but extra sensitive to sulfonamides [21, 43]. All used methods were especially sensitive to p-lactam antibiotics [44]. These antibiotics still comprise roughly half of the antibiotic market worldwide. Mostly combined with clavulanic acid or other p-lactamase inhibitors are still the most frequently administered drugs in parental and intra-mamary mastitis therapy in veterinary medicine. They have been reported to dominate in human medicine and the overall antibiotic concentration in some sewage influents as well [26, 28]. In spite of these antibiotics tend to be significantly reduced in concentrations during biological process in wastewater treatment plants [31, 34], some of them showed certain anaerobic biodegradation only after 60 days [5]. Furthermore, they were sporadically reported in effluent, which may indicate that although their pseudopersistance may be oc-curing due to their continual discharge [31]. Huang [34] identify that antibiotics of sulphonamides and fluoroquinolones are the most likely water contaminants, followed by macrolides. These groups were still detected in wastewater treatment plants effluents, because the average removal rate of greater than 80 % for all of them [31] The representatives of these two groups of antibiotics were well detected with the methods chosen in our experiment. Antibiotic residues in well water, streams and wastewater samples The data about the presence of antibiotics in Slovenian ground water, drinking water surface water and wastewater have not been published yet. The presence of inhibitory substances was detected by Delvotest SP-NT in 16 (16.3 %) and BRT-AiM assay in 14 (14.3 %) out of 99 surface and well samples. The positive results were obtained at 15.0 % of surface water samples, while in well water the residues were found also in 16.9 % and 13.6 % samples, using Delvotest SP-NT and BRT-AiM, respectively. The antibiotics from p-lactam group were detected with BetaStar in 7.6 % of surface water samples. As it was expected, the wastewater samples were contaminated with inhibitory substances in even 45.5 % (Delvotest SP-NT) or in 36.4 % (BRT-AiM). The p-lactams were determined in 18.1 % of them (Table 4). Using discs diffusion methods we did not get positive results, except at one wastewater sample. Generally there were no obvious differences in sensitivity between BRT-AiM test and Delvotest SP-NT. In three cases (2.7 %) out of 110 samples gave Delvotest SP-NT positive and BRT-AiM negative result. The presence of antibiotics in larger number of water samples from individual wells is a major concern. In rural areas, water from domestic Huang identify that antibiotics of sulphonamides and fluoroquinolones are the most likely water contaminants, followed by macrolides. Table 3: Statistically significant relationships between Delvotest SP-NT, BRT-AiM test and BetaStar and between types of samples (Pearson Chi-Square with one degree of freedom). Methods/samples Chi-Square Value 2-sided asymptomatic significance (p) R2 Analysis of methods comparison Delvotest SP-NT : BRT 56.821 (min 15.52)d <0.001 0.494 Delvotest SP-NT : BetaStar 7.453 (min 9.05)d 0.006 0.128 BRT : BetaStar 21,290 (min 3.62)d <0.001 0.367 Analysis of matrix effect Delvotest SP-NT (M)a : Delvotest SP-NT (V)b 33.197 (min 2.21)d <0.001 0.897 BRT (M) : BRT (V) 37.000 (min 3.89)d <0.001 1.000 BetaStar (M) : BetaStar (V) 15.033 (min 2.21)d <0.001 0.790 Analysis of concentration effect Delvotest (V) : Delvotest (Conc)c 30.00 (min 5.63)d <0.001 1.000 BRT (V) : BRT (Conc) 21.232 (min 2.70)d <0.001 0.707 BetaStar (V) : BetaStar (Conc) 7.350 (min 1.67)d 0.007 0.490 a(M): milk sample; b(V): water sample; c(Conc): sample after concentration using lyophilisation; d The minimum expected count. Table 4: The presence of inhibitory substances in environmental water samples detected with methods used in the experiment. samples Total Number ( %) of positive samples Delvotesta BRTb Disc G. s.c Disc B. s.c Beta Star" Surface water 40 (36.4) 6 (15.0) 6 (15.0) 0 (0) 0 (0) 3 (7.5) Well water 59 (53.6) 10 (16.9) 8 (13.6) 0 (0) 0 (0) 0 (0) Wastewater 11 (10.0) 5 (45.5) 4 (36.4) 1 (9.0) 0 (0) 2 (18.2) Total 110 (100) 21 (19.1) 18 (16.4) 1 (9.0) 0 (0) 5(4.5) a Delvotest SP-NT ampoule format, control time: time of negative control colouring yellow [24, 41]; b BRT-AiM test [39]; c Disc diffusion method with Geobacillus stearothermophilus and Bacillus subtilis [20, 42]; d Tracer assay (Neogen Corporation, USA) [28]; wells, supplied mostly by groundwater, is often used by people for drinking, watering livestock and irrigation of vegetables. Groundwater is a major contributor to flow in many streams and rivers and thus, has a strong influence on river and wetland habitats for plants and animals [45]. In some countries there are no regulations requiring that livestock farms must have a wastewater treatment plants, so that their waste water with undergraded antibiotic residues passed directly through the groundwater and surface water. Barnes [45] found the veterinary and human antibiotic sulfamethoxazole in 23 % out of 47 groundwater samples, while Arikan [30] detected the same anthibiotic in 19 % of samples in river stations. Chlo-rtetracycline (19 % detection) and oxytetracycline (15 % detection) were the most frequently detected of the TCs group of antibiotics of the river stations in his study. Watkinson [31] detected the antibiotics at quantifiable concentrations in more than 50 % out of the 81 surface water samples in South-East Queensland, Australia, which was three times more than in our study. Wang [46] (2010) found four fluoroquinolone antibiotics in 77.5 % of tap water samples from Guangzhou and 100 % of samples from Macao water area. Hirsch [4] reported about presence of sulfonamide residues in four out of 59 ground samples in agricultural areas in Germany. The larger differences in the presence of inhibitory substances between winter and summer samples were not estimated. We detected them in 15.2 % of winter samples and 18.5 % of summer samples from individual wells. The specimens from surface waters were positive in 7.7 % of cases in winter and in 29.4 % of cases in summer season. Only twice out of 99 samples the antibiotics were detected in both seasons at the same sampling place. On the contrary, Arikan [30] obtained more samples with positive detections for antibiotics from the group tetracyclines and sulfadrugs in agricultural watershed reivers in USA in the December (winter) collections, followed by collections in June and September. Higher levels of clarithromycin in winter season determined also Feitosa-Felizzola and Chiron [33] in river water in Southern France. Tong [47] reported about average concentrations of eight tested antibiotic residues in groundwater and lake water, respectively, 1.6-8.6 and 5.7-11.6 ng/L in summer; respectively, 2.0-7.3 and 6.7-11.7 ng/L in winter. It is difficult to compare our results with the publications of other authors, because they mainly reported about the presence of individual antibiotics in waters. Their results were observed by using the precision physico-chemical methods. In comparison with the physicochemi-cal methods the microbiological methods used in our experiment are faster, require unexpensive apparatus and smaller amount of samples. Furthemore, they are more sensitive to antibiotics than standard bio-assays for detection the toxic or genotoxic substances in water. The residues of antibiotics according to the published data are obviously very common in the waters, sometimes even in drinking water, which is a great concern. The larger differences in the presence of inhibitory substances between winter and summer samples were not estimated. It is difficult to compare our results with the publications of other authors, because they mainly reported about the presence of individual antibiotics in waters. Maximum concentrations of antibiotics in the water in the international legislation have not been specified yet. So it would be necessary to define the statutory MRLs in waters too. MRLs for most antibiotics in milk are defined. The MRLs in the water should be probably similar or slightly lower, as in the milk. In this circumstances might be some commercial microbiological assays for determing the inhibitory substances including ß-lactams and some other most often prescribed antibiotics in veterinary and human medicine, useful and sensitive enough for routine monitoring of water samples. These positive samples can be than confirmed by immunological or/and chemical assays. CONCLUSIONS We can assume that particularly Delvotest SP-NT and BRT-AiM test could be at the appropriate preparation of the samples, useful for routine screening detection of ß-lactams and some other antibiotic groups in water, especially in waste waters. Their minimum detection concentrations in water were comparable to those in milk. The lyophilization of the samples was used to increase the sensitivity of methods. Inhibitory substances were obtained in 15.0 % of the Slovenian surface water samples. In well water the residues were found in 16.9 % of the samples. 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Off J Europ Union 2010, L15, 1-72. © Inštitut za sanitarno inženirstvo, 2013. ■ Original scientific article New ballast water treatment system -combination of filtration, hydrocyclone and cavitation tehnologies Martina CVETKOVIC1, Boris KOMPARE2 ABSTRACT Ballast water released from the cargo ships often acts as an inoculation mechanism for a large number of non-indigenous species that can have an important influence on marine ecosystem's change and even devastation. The IMO's "Convention for the Control and Management of Ships' Ballast Water and Sediments" demands the establishment of ballast water management system which should solve the question of uncontrolled taking and the operations connected to ballast water releasing. Also, it has been planned to complete the transition to ballast water treatment system. The faculty team work on project which main aim is to examine and develop the principle of technology for ballast water treatment, whose action is based on the use of the combination of filtering technology, hydrocyclone and cavitation. Until now, the project has proved the possibility of hydrodynamic cavitation appearance inside the hydrocyclone that has been an unexplored phenomenon so far. The next step of the project is to prove hydrodynamic cavitation effectiveness in a joint operation with hydrocyclone which should offer a solution for disabling and removing marine organisms from ballast water. Key words: Ballast water, convention for the control and management of ships' ballast water and sediments, combination of filtering technology, hydrocyclone and cavitation Received: 30. 1. 2013 Accepted: 15. 11. 2013 1 University of Ljubljana Interdisciplinary Doctoral Programme in Environmental protection, Jamova c. 2 SI-1001 Ljubljana, POB 3422, Slovenia e-mail: martina_cvetkovic@yahoo.com 2 University of Ljubljana Faculty of Civil and Geodetic Engineering Jamova c. 2, SI-1001 Ljubljana POB 3422, Slovenia e-mail: boris.kompare@fgg.uni-lj.si *Corresponding author introduction Ballast water from ships is considered the most important vector of non-indigenous organisms in aquatic ecosystems [1]. The transport of the world's ship ballast water stands at about 12 E9 t per year, and it is estimated that the ship's ballast tanks can transfer at least 10 000 different species of organisms [2]. The ballast water discharged from ships acts as an inoculating mechanism for non-indigenous species such as viruses and bacteria, Dinoflag-ellate, diatoms and other protists, zooplankton, benthic fish, as well as eggs, spores, seeds, cysts and larvae of various aquatic plants and organisms. In addition, zooplankton, especially copepods, may be a carrier of pathogenic bacteria, such as Vibrio cholerae and Vibrio alginolyticus [2]. In February 2004, International Maritime Organization (IMO) adopted a regulation - "Convention for the Control and Management of Ships' Ballast Water and Sediments (Ballast Water Convention)". It regulates the methods of unloading ships' ballast water [3,7]. The convention refers to the reduction in the risk of non-indigenous species from sea ballast waters [4,5,6], and the main aim of the convention is to establish a Ballast Water Management System. The Ballast Water Management System shall solve the problem of uncontrolled intake and operations related to ballast water discharges in the period between 2009 and 2016. In the future, instead of the existing system of ship's ballast water exchange, a complete transition to a system of ballast water treating is planned, which means that the ship's ballast water will be treated in accordance with standard rules of D-2 Ballast Water Convention before they are discharged into the marine environment [4, 7, 8]. D-2, a ballast water quality standard, requires that in a cubic meter of discharged ballast water should not be more than 10 surviving organisms that are equal as or greater than 50 jum, and in one milliliter should not be more than 10 surviving organisms whose dimensions are between 10 and 50 um [9]. This standard also refers to the pathogens that represent a potential threat to human health. The standard is governed by the general health standards and sets a maximum number of colony forming units (cfu) per hundred milliliters of water for the three types of chosen indicator microbes, as follows [7, 8]: toxicogenic Vibrio cholerae (1 cfu/100 ml, or 1 cfu per gram of zooplanktonic sample, Escherichia coli (250 cfu/100 ml) and intestinal enterococci (100 cfu/100 ml). The treatment of ballast water on ships is carried out by using the technologies that are integrated into the ballast system from the intake through the tanks down to the discharge. Thus the ballast water treatment can be performed during intake or discharge at the inlet/outlet, in the pipes or in the ballast tanks during navigation [10]. The ballast water discharged from ships acts as an inoculating mechanism for non-indigenous species such as viruses and bacteria, Dinoflagellate, diatoms and other protists, zooplankton, benthic fish, as well as eggs, spores, seeds, cysts and larvae of various aquatic plants and organisms. The treatment of ballast water on ships is carried out by using the technologies that are integrated into the ballast system from the intake through the tanks down to the discharge. Very few of the existing ballast water treatment technologies meet all the five criteria of the I MO Convention. The functioning of new technology is based on a combination of filtration, hydrocyclones and cavitation. According to the IMO Convention, ballast water treatment technologies should be [11, 12,13]: (1) safe, (2) environmentally friendly, (3) feasible, (4) cost-effective, and (5) biologically effective. Very few of the existing ballast water treatment technologies meet all the five criteria of the IMO Convention. These are, for example [7]: UV irradiation, Ultrasonic treatment, Ozonation, SeaKleen technology, De-oxygenation, Cavitation, etc. Still, not one of these technologies is fully satisfactory. Thus, we decided to combine interdisciplinary experience of our research group to possibly find a new and acceptable solution that will meet the mentioned criteria of the IMO Convention. The functioning of new technology is based on a combination of filtration, hydrocyclones and cavitation. The aim of experiments is to examine so far unexplored phenomenon of the appearance of hydrodynamic cavitation within the hydrocyclone. They will also try to prove the effectiveness of these combinations of technologies in removing marine organisms from ballast water. Filtration is used as the first step and the primary procedure of ballast water treatment in the new system (ship's filter with a grate 8 * 8 mm in diameter). The filtration eliminates organisms and waste of larger dimensions. Filtered water, with a help of the pumps, comes into the hydrocyclone, which uses centrifugal force to separate particles and organisms denser than the water density. They are eliminated through the lower exit of the hydrocyclone. Hydrocyclones are inertial devices that enable separation or concentration of macrofluids as a suspension due to differences between the inertial forces that manage the movement of suspended substances in a liquid cargo [14]. The basic mechanism of hydrocyclone operation is the swirling flow, which influences the creation of centrifugal force [10, 15]. Sea water and organisms it contains do not have the same density. Organisms and sediment with a density greater than the density of water are suppressed by the swirling flow towards the wall of the hydrocyclone. They will glide down the wall and at the end of the process they will be ejected through the bottom outlet. The phase with less density, i.e. purified ballast water, remains in the central part, where, affected with the internal vortex, passes through the upper exit [16]. Figure 1 shows appearance and parts of the hydrocyclone device. Vortex finder Inlet ■Œ Clean water overflow Typical trajectory of light particle Typical path of a larger heavier particle J t Underflow containing solids Figure 1: Appearance and parts of the hydrocyclone device, (Source: Lloyd's Register. Ballast water treatment technology Current status. London, 2010.) Hydrocyclones are considered to be a sustainable technology for the treatment of ballast water because of the simplicity of use, operation and maintenance, low power consumption, the possibility of working with a high water flow and resulting in a significant reduction of the problems associated with sedimentation in tanks. It is important to mention the fact that they do not have any impact on the health or safety of the ship and its crew. Cavitation represents the phenomenon of creation, growth and collapse of micro bubbles in a fluid. When a certain volume of fluid is exposed to a sufficiently low pressure, the fluid can burst and form a cavity (cavitation) [17]. Soon after this burst, the vapour collapses back into the fluid - in this phase very high pressures and temperatures may be achieved on a micro scale. The effects of hydrodynamic cavitation on chemical/physical processes and transformations are particularly investigated in the past decade [18]. The main reason for the development of hydrodynamic cavitation is a variation of pressure in the fluid flow, whereby vapor cavities can be formed anywhere in the liquid flow [19]. So far, hydrodynamic cavitation has been successfully applied for water disinfection, enzyme recovery and waste water treatment [20, 21]. Hydrodynamic cavitation can be scaled up for operation on very large scale, especially as required for ballast water treatment [17]. The main reason for the development of hydrodynamic cavitation is a variation of pressure in the fluid flow, whereby vapor cavities can be formed anywhere in the liquid flow. What is most important is the fact that the technologies proved their environmental acceptability; they are safe and economical without harmful chemical reactions or consequences to humans and environment. Although successful application of a combination of filtration and hydrocyclones in the ballast water treatment has been scientifically proved up to now, the fundamental problem of existing technologies is the last stage of technology operation. Our idea is that hydrodynamic cavitation within the hydrocyclone should destroy the remaining organisms, i.e. the organisms whose density is equal as or less than the density of water and have escaped the centrifugal separation in the hydrocyclone. This step would also be the third (final) phase of operation of the new device for the ballast water treatment. Until now, the use of these technologies for the ballast water treatment has been relatively well known and researched, one by one. Also, the combination of filtration and hydrocyclone technology is well known, and the application of these technologies in removing marine organisms from ballast water achieves high efficiency. But until now there are no reports on the proposed combination of filtration, hydrocyclone and hy-drodynamic cavitation. What is most important is the fact that the technologies proved their environmental acceptability; they are safe and economical without harmful chemical reactions or consequences to humans and environment. Sedna's system is one of the ballast water treatment systems that uses a combination of hydrocyclones and fine filtration (50 jum), together with a chemical agent Paraclean Ocean [22]. This ballast water treatment system has shown 98 % efficiency. The technologies which have also combined in their work the use of hydrocyclones and filtration, and which, at the same time, meet the regulation D-2 of the IMO Ballast Water Convention are: ERMA FIRST S.A [23] (a combination of hydrocyclone, filtration and electrolytic cell for the extraction of chlorine to destroy the remaining organisms) and Hamworthy Greenship B.V. (a combination of hydrocyclone, filtration and electrolytic chlorination) [24]. Although successful application of a combination of filtration and hydrocyclones in the ballast water treatment has been scientifically proved up to now, the fundamental problem of existing technologies is the last stage of technology operation. It has always involved the use of chemicals which means the increase of risk for humans and environment. Also, the use of chemicals further increases the overall cost of technology. There is a risk of corrosion or other harmful impacts on materials, and there is a need for specific additional training of the crew on handling the technology. The foreseen characteristics of our proposed new ballast water treatment technology are: - No harmful effects on the environment - Cost of technology (low power consumption, the use of relatively cheap materials, ease of maintenance, ease of handling) - Low cost of purchase and device installation - Universality of application in relation to the size and purpose of the ship, and the capacity of ballast tanks - Relatively short time of treatment with new technology - High percentage of efficiency in operating the technology - No risk of corrosion - Does not release toxic compounds and it is not hazardous in reaction with other substances - Adjustable technology in terms of space (does not take up a large area) METHODS Description of laboratory pilot device The pilot device consisted of a chamber, integrated by the cylindrical and conical parts (Figure 1). The cylindrical part of the chamber was made of Plexiglas material due to experimental needs, while the other parts were made of steel. The hydrocyclone was connected to the centrifugal pump. The laboratory pilot device consisted of a hydrocyclone whose dimensions are shown in Table 1. Table 1: Dimensions of laboratory hydrocyclone Width 18 cm Length 36 cm Cone length 32 cm Cone angle 16° Pressure 0,5-2 bar The pilot device was constructed in such a manner that at the entrance of the vortex finder the phenomenon of hydrodynamic cavitation occurred. In order to achieve the best possible effect, in the first experiment, the entrance of the vortex finder, at the inlet section, had two conical mouths. A phenomenon of cavitation occurred at the "K" point of the cone. In the second cycle of testing, the nozzles with holes of various diameters were set up at the end of the vortex finder (photo 1), while the third cycle of research included experiments with cross-shaped additions to the nozzles with 6 or 8 partitions mounted at the end of the vortex finder or inside the vortex finder. The additions to vortex finder were used as mechanisms for calming down the vortex and increasing the longitudinal speed of the fluid which resulted in increased cavitation. In the experiments, two variations of vortex calming crosses were used - the first combination used in the experiments was a nozzle with a cross which was placed in the vortex finder of the hydrocyclone, while in the second variation, the cross was placed at the exit of the vortex finder as an inner extension of the vortex finder. The third variation used Figure 2: Schematic representation of the laboratory pilot device Photo 1: The appearance of nozzles for hydrocyclone vortex finder in the experiments implied a combination of the last two mentioned systems. Namely, the purpose of this segment of the experiment was to demonstrate the theoretical assumption that there was an increase of fluid velocity on the outer end of the vortex finder, which was caused by the placing of obstacles in different diameters, with the aim of creating rapid constrictions. Therefore, the main goal was to increase the velocity of the fluid on the outer end of the vortex finder, with the aim of decreasing the pressure and, at the same time, creating the conditions for hydrodynamic cavitation occurrence. The inflow of water into the hydrocyclone had a rectangular cross section, positioned tangentially with respect to the outer surface of the hydrocyclone. The ball valve 3/4" at the bottom (bilge) controlled the flow of waste water (sediments and majority of organisms) on exiting the hydrocyclone and returning them back into the sea. The methods used and the further development of research At this stage of research, a pilot device (hydrocyclone) was constructed, and the behavior of water flow within the hydrocyclone was monitored. With the aim of development of hydrodynamic cavitation phenomenon on the vortex finder, the nozzles with 8,12,14,16 and 20 mm diameter were tested, and also one nozzle with 19 holes 4 mm in diameter, and a combination of cross-shaped additions to a nozzle with 6 or 8 compartments that were placed at the end of or inside the vortex finder of the hydrocyclone. With every change of a nozzle, or a nozzle with addition, the following factors were measured: flow rate, the pressure at the inlet (p1), the pressure before reduction (p2), the pressure at the entrance of the hydrocyclone (p3), the pressure of the hydrocyclone bilge (p4), the pressure at the exit of the hydrocyclone (p5), the pressure on the outer rim of the hydrocyclone (p6), the pressure on the inner rim of the hydrocyclone after the occurrence of hydrodynamic cavitation (p7), the pressure at the point of hydrodynamic cavitation (p8), the velocity of water in the vortex finder, the speed of water when passing through the nozzle (theoretical value). In this phase, the hydrocyclone of corresponding characteristics was constructed, and the behavior of water flow within the hydrocyclone and the occurrence of phenomenon of the hydrodynamic cavitation and fluid motion trajectory were monitored, too. In the next step of the research, the samples of sea water will be taken and the properties, the content and the presence of certain organisms in the sample before and after the treatment with new technology should be checked. Further research will be divided into three groups: 1. Treatment of phytoplanktonic species; 2. Treatment of cysts and nauplii 3. Treatment of zooplanktonic species The next phase of research should focus on checking whether the results obtained during experiments meet the quality standards of ballast water regulation D2, BWP (Ballast Water Performance). The inflow of water into the hydrocyclone had a rectangular cross section, positioned tangentially with respect to the outer surface of the hydrocyclone. The final step of the research of new ballast water treatment technology will be a trial testing of the effectiveness of the technology on board. The objective of this phase of the project is to examine the previously tested technology in real conditions, when the technology is integrated on the ship. Table 2: Results obtained from the experiments on a laboratory pilot unit 3. RESULTS AND DISCUSSION The results of laboratory experiments with a pilot unit, where the nozzles of different diameters as well as the nozzles with combination of additions were used, are shown in the Table 2. Experiments were performed at the air temperatures of 20-21 oC, and the water temperature 19.32 oC. An explanation for the nozzle and channel shapes: 0 - Normal nozzle with a hole 1 - Nozzle 0 with a cross for the vortex calming down 2 - Nozzle 0 with a cross for the vortex calming down positioned on the vortex finder 3 - Nozzle 1 with a cross for the vortex calming down positioned on the vortex finder The basic parameter that describes the process of cavitation is a cavitation number. It is calculated by the following equation [26]: a = Po - Pv pV2 Where: p is the density of the fluid, p0 characteristic pressure, pv is the vapor pressure of the liquid, V is a characteristic velocity of the flow. Nozzle Form of nozzles and channels Flow Q0 S nozzle v nozzle (teoret.) v outlet pipe a (cavit. No.) 0 [mm] [m3/h] [l/s] [x 10-3 m2] [m/s] (teoret.) [m/s] 12 0 2,77 0,769 0,113 6,803 0,367 10,187 12 2 2,72 0,755 0,113 6,680 0,361 8,144 12 3 2,62 0,727 0,113 6,434 0,348 10,899 14 0 4,57 1,269 0,154 8,246 0,607 4,927 14 2 4 1,111 0,154 7,217 0,531 5,177 14 3 5,96 1,655 0,154 10,754 0,791 2,658 16 0 4,55 1,263 0,201 6,286 0,604 12,142 16 1 5,55 1,541 0,201 7,667 0,737 5,087 16 2 5,4 1,5 0,201 7,460 0,717 6,468 16 3 8,88 2,46 0,201 12,268 1,179 2,305 20 1 8,92 2,477 0,314 7,887 1,184 4,539 19x 4 1 8,5 2,361 0,238 9,889 1,129 3,855 19x 4 3 8,34 2,316 0,238 9,702 1,107 3,973 14 12 10 8 6 4 2 0 -♦—00 (l/s) -■—a (cavitation number) 1 2 3 4 5 6 7 8 9 10 11 12 13 With the decrease of cavitation number a the possibility of cavitation occurrence increases. If a decreases below 2.5, the cavitation will appear. As the mentioned number decreases and approaches number one, cavitation will be getting stronger and stronger. When cavitation number is greater than one, it means that the fluid is resistant to cavitation. When cavitation number is less than one, it means that fluid energy (velocity head and pressure head at constriction) is being taken for the creation of vapor phase and hence cavitation [17]. Figure 2 shows the experimental results that describe the connection of hydrodynamic cavitation and flow in the pilot device. The graph shows the increasing flow in the laboratory hydrocyclone, which consequently influenced the decrease of cavitation number in the pipes (namely, with the increase of the flow rate, the velocity of fluid consequently increases, too). The results showed that the increase of the flow in the hydrocyclone had influenced the increase of the possibility of cavitation occurrence. As evident from Table 2, the best efficiency (ie the strongest cavitation) was achieved during the usage of the nozzle 16 mm in diameter, and the addition of a cross for the vortex calming down, that was placed on the vortex finder and had a flow rate of 2.47 l / s 20 15 10 5 ♦—y""* ' ' ' Figure 3: Dependence of the flow Q0 (l/s) on cavitation number a Figure 4: Dependence of cavitation number a on the diameter of a nozzle ♦ Hole size (mm) o (cavitation number) 123456789 10 Figure 3 shows the dependence of cavitation number on the diameter of the nozzle mounted on the vortex finder of hydrocyclone. As evident from the graph, the most powerful hydrodynamic cavitation occurred during the usage of a nozzle 16 mm in diameter and with an additional cross for the vortex calming down, set on the vortex finder. According to the results of the research, a very important effect on the occurrence of cavitation, other than a nozzle diameter, was the determination of proper direction and calming down the water vortex which was executed by using the cross for calming down placed on the vortex finder. Table 3 and Figure 4 show the theoretical value of losses and pressure drop within a laboratory hydrocyclone for the following flows: 1.39 l / s, Table 3: Energy losses and pressure drop as a function of changes in the flow of the pilot device Q0 d nozzle Av2/2g Ap (l/s) (x 10 2 m) m bar 1,388 2,5 -0,385 -3,78 E-2 1,388 2 -0,974 - 9,56 E-2 1,388 1,6 -2,412 -2,36 E-1 1,388 1,4 -4,130 -4,05 E-1 1,388 1,2 -7,671 -7,52 E-1 1,388 1,1 -10,875 -1,066 1,388 1 -15,932 -1,562 1,666 2,5 -0,555 -5,45 E-2 1,666 2 -1,403 -1,37 E-1 1,666 1,6 -3,473 -3,4 E-1 1,666 1,4 -5,948 -5,83 E-1 1,666 1,2 -11,047 -1,083 1,666 1,1 -15,66 -1,536 1,666 1 -22,942 -2,250 1,944 2,5 -0,756 -7,42 E-2 1,944 2 -1,910 -1,87 E-1 1,944 1,6 -4,727 -4,63 E-1 1,944 1,4 - 8,096 -7,94 E-1 1,944 1,2 -15,036 -1,475 1,944 1,1 -21,314 -2,091 1,944 1 -31,227 -3,063 2,222 2,5 -0,988 -9,69 E-2 2,222 2 -2,495 -2,44 E-1 2,222 1,6 -6,174 -6, 05 E-1 2,222 1,4 -10,574 -1,037 2,222 1,2 -19,639 -1,926 2,222 1,1 -27,839 -2,731 2,222 1 -40,787 -4,001 3 n 2 1 0 .......^....... 1 3 5 7 9 11 13 15 17 19 21 23 25 27 1.67 l / s, 1.94 l / s, 2.22 l / s (in the case of experiments with these flows, there was the strongest appearance of hydrodynamic cavitation). The losses that occurred within the laboratory hydrocyclone increased proportionally with an increasing flow and with a reduction of the nozzle's diameter, as evident from the data given in Table 3. Thus, in these cases, for the smallest nozzle diameter of 0.01 m, (for all the tested flow cases samples), energy losses were the greatest in comparison with other measured flow rates and nozzle diameters. According to Borda Carnot - equation of losses and pressure drop, depend on the following factors [25]: the density of medium and the square of the change of speed in the system. According to Figure 4, where the pressure drop dependence on the flow rates of different diameters is shown, the largest pressure drops were noticed in the experiments with a nozzle which had the smallest diameter. This was directly connected with a flow increase. Namely, fluid velocity increases rapidly with the increase of flow and the reduction of the nozzle diameter. There was a sudden pressure drop which was approaching vapor pressure, and it consequently led to the formation of cavitation. With the aim of the additional reduction of energy losses in further laboratory experiments, one of the possible changes could be the construction change in the structure of the laboratory pilot device. It has been theoretically proven that if the length of the cylindrical portion (part of plexia) is reduced, than subsequently, for the same used input factors, the losses in pilot hydrocyclone system will be significantly reduced. Table 4 shows a comparison of losses for the current length of 0.3 m for the cylindrical part of the laboratory hydrocyclone, and if the same was reduced to 0.12 m. Used flow rates were: 1.388 l / s, 1.666 l / s, 1.944 l / s, 2.222 l / s. -Q0 -delta p Figure 5: Dependence of pressure drop on flow rates at different nozzle diameters 1 2 4. CONCLUSION Experiments have confirmed the thesis of the interdependence of hydrodynamic cavitation and other parameters such as flow, velocity in the pipe, and the speed in the hydrocyclone vortex finder. With the aim of achieving a high degree of efficiency in the removal of micro- and macro-organisms from sea water, reducing negative impacts on humans and environment, and satisfying economic criteria, the new ballast water treatment technology has been designed. The functioning of new technology is based on the use of a combination of mechanical and physical ballast water treatment systems, and the innovation which this technology has brought is the causing of the appearance of otherwise undesirable phenomenon - hydrodynamic cavitation. It has been used for mechanical destruction of marine organisms that survived the previous step, hydrocyclonic treatment. Former investigations made on the laboratory hydrocyclone have shown the occurrence of hydrodynamic cavitation on the outer edge of the Vortex Finder. Experiments have confirmed the thesis of the interdependence of hydrodynamic cavitation and other parameters such as flow, velocity in the pipe, and the speed in the hydrocyclone vortex finder. The occurrence of the strongest cavitation has been theoretically and experimentally proved during the usage of an addition to hydrocyclone's vortex finder in a shape of a nozzle 16 mm in diameter and a cross for calming down placed on the outer edge of the vortex finder. During the mentioned process, flow rate was 2.47 l/s. REFERENCES [1] Flagella, M., Abdulla, A. Ship Ballast Water as a Main Vector of Marine Introductions in the Mediterranean Sea. WMU Journal of Maritime Affairs, 2005,4 : 95-104 [2] Faimali, M., Garaventa, F., Chelossi, E., Piazza, V., Saracino, O.D., Rubi-no, F., Mariottini G.L. and Pane, L. A new photodegradable molecule as a low impact ballast water biocide: efficacy screening on marine organisms from different tropic levels. Marine Biology, 2006, 149: 7-16 [3] American Bureau of Shipping. ABS guide for ballast water exchange. Houston, 2010. [4] Bundesamt für Seeschifffahrt und Hydrographie (Federal Maritime and Hydrographic Agency of Germany). http://www.bsh.de/en/Marine_data/ Environmental_protection/Ballastwater/index.jsp [5] DNV managing risk. http://www.dnv.lt/binaries/Ballast %20Water %20 Convention_tcm173-392683.pdf [6] European maritime safety agency. http://www.emsa.europa.eu/Docs/workshops/081219_worksop_re-port_-_final.pdf [7] Lloyd's Register. Ballast water treatment technology Current status. London, 2010. [8] Yoshimura, T., Kubota, S., Seo, T. Sato, K. Development of ballast water treatment technology by mechanochemical cavitation. Proceedings of the 7th International Conference on Cavitation CAV 2009, August 1622, 2009, Ann Arbor, Michigan, USA [9] Abramov, B. Balastne vode - propisi, rukovanje, obrada. Ukorak s vremenom, 2009, 42: 37-45 [10] Abu-Khader, M. M., Badran, O., Attarakih, M. Ballast water treatment technologies: hydrocyclonic a viable option. Clean Technologies and Environmental Policy. 2011, 13: 403-413 [11] The Prince William Sound Regional Citizens' Advisory Council. http://www.pwsrcac.org/docs/d0017700.pdf [12] Lafontaine, Y., Despatie SP, Wiley C. Effectiveness and potential toxico-logical impact of the PERACLEAN's Ocean ballast water treatment technology. Ecotoxicology and Environmental Safety, 2008: 71, 355-369 [13] Radan, D, Lovric, J. Prijedlozi provedbe nadzora izmjene balastnih voda na tankerima. XVI Symposium SORTA 2004, 2004, Zagreb [14] Martínez, L.F., et al. Improvements in hydrocyclone design flow lines stabilization. Powder Technology, 2007, 176: 1-8 [15] Kurtela, Ž., et.al. Pristup odabiru metode primarne obrade brodskoga vodenog balasta. Naše more, 2005, 52: 64-74 [16] Fernández Martínez, L., Gutiérrez Lavín, A., Mahamud, M. M., L. Bueno, J. Improvements in hydrocyclone design flow lines stabilization. Powder Technology, 2007, 176: 1-8 [17] Shivram Sawant, S., Arga Chandrashekar, A., Krishnamurthy, V., Ga-onkar, C., Kolwalkar, J., Khandeparker, L., Desai, D., Vinod, A., Vinayak V., Aniruddha, R., Pandit, B. Effect of hydrodynamic cavitation on zooplankton: A tool for disinfection. Biochemical Engineering Journal. 2008, 42: 320-328 [18] Gogate, P. R., Pandit, A. B. Hydrodynamic cavitation reactors: A state of the art review. Reviews in Chemical Engineering, Food Bioprocess Tech-nol, 2011, 17: 1-85 [19] Perrins, J.C., Cordell, JR., Ferm, NC., Grocock, JL. Mesocosm experiments for evaluating the biological efficacy of ozone treatment of marine ballast water, Marine Pollution Bulletin, 2006, 52: 1756-1767 [20] Dwari, R.K., Biswasb, M.N., Meikap, B.C. Performance characteristics for particles of sand FCC and fly ash in a novel hydrocyclone. Chem. Eng. Sci., 2004, 59: 671-684.; [21] Svarovsky, L. Efficiency of separation of particle from fluids (chapter 3) and hydrocyclones (chapter 6), In: Solid-Liquid separation, London, 1990, 43-73 & 202-250 [22] PERACLEAN®Ocean Ballast Water Treatment - History and Status. http://www.greatlakes-seaway.com/en/pdf/PERACLEAN_Ocean_BWT.pdf [ 23] ERMA FIRST S.A, http://www.ermafirst.com/technology [24] Hamworthy Greenship B.V. http://www.classnk.or.jp/hp/en/info_service/ballastwater/pdf/approval_ ballast_e.pdf [25] Andreic, Ž. Temelji mehanike fluida. http://rgn.hr/~zandreic/studenti/fluidi/temelji_mehanike_fluida.pdf [26] University of Minessota, College of science and engineering. http://cav.safl.umn.edu/tutorial/introduction.htm instructions for authors scope Sanitarno Inženirstvo/International Journal of Sanitary En- gineering Research presents broad interdisciplinary infor- mation on the practice and status of research in environ- mental, food and occupational hygiene, epidemiology, the environmental engineering science, systems engineering, and sanitation. 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