Raport Privind Starea Factorilor De Mediu În Judeţul Timiş ,În Anul 2005
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
This Is the Title of My Paper
JOURNAL OF LINGUISTIC STUDIES 105 106 2010 VOLUME 3 (1) ISSN 2065 – 2429 JOURNAL OF LINGUISTIC STUDIES Editorial office: 300645 TIMIŞOARA Calea Aradului nr. 119, Phone 0256/494023/7287 107 EDITORIAL BOARD EDITOR Assist. Professor Georgeta RAŢĂ – BUASVM, Timişoara, Romania EDITORIAL BOARD Professor Snežana GUDURIŠ – University of Novi Sad, Serbia Professor Rodica NAGY – Ştefan cel Mare University, Suceava, Romania Professor Natalia PUSHINA – Udmurt State University, Izhevsk, Udmurtia, Russia Assist. Professor Reghina DASCĂL – West University of Timişoara, Romania Assist. Professor Simona MANOLACHE – Ştefan cel Mare University, Suceava, Romania Assist. Professor Roumyana PETROVA – University of Rousse, Bulgaria SECRETARY Diana-Andreea BOC-SÎNMĂRGHIŢAN, PhD – BUASVM, Timişoara, Romania 108 CONTENTS Foreword 7 Etymological Issues 9 Davide ASTORI T RUMANIAN TABǍRǍ AND „AEGEAN-(PRE)PHILISTINE‟ * /D(A)BR 9 Languages in Contact 15 Sandra STEFANOVIŠ & Alina-Andreea DRAGOESCU ANGLICISMS IN THE SERBIAN AND ROMANIAN LANGUAGE OF ADVERTISING 15 Mariya TSIPLE & Virginia OPRIŞA THE HUNGARIAN INFLUENCE ON THE ROMANIAN VOCABULARY OF MARAMUREŞ AND BANAT (ROMANIA) 21 Morphology 33 Milica MILOJEVIŠ ON PRODUCTIVITY OF SUFFIX -IZACIJA (-IZATION) IN PUBLICISTIC STYLE 33 Applied Linguistics 37 Mohd Sallehhudin Abd AZIZ THE MALAYSIAN RECEP* EXPERIMENT: THE USE OF RESIDENTIAL COLLEGES AS EXPERIMENTATION BED 37 Diana-Andreea BOC-SINMARGHITAN & Ioana BANADUC L‟EMPLOI DE LA TOPONYMIE DANS L`ENSEIGNEMENT DU FLE 45 Jelena DANILOVIŠ & Sandra STEFANOVIŠ MORPHOLOGICAL -
Designing Decision Support Systems for Flood Emergency in the Timis-Bega Basin L
Buletinul Ştiinţific al Universităţii "POLITEHNICA" din Timişoara Seria HIDROTEHNICA TRANSACTIONS on HYDROTECHNICS Tom 55(69), Fascicola 2, 2010 Designing Decision Support Systems for Flood Emergency in the Timis-Bega Basin L. Bociort (1), G. Popa (2), A.Popescu(3) Abstract: To better monitor the progression of a major can be used to evaluate various flood mitigating flood and its likely impact on people andproperties, measures in order to determine which alternative will Romanian Water Boards are in need to build be economically and environmentally feasible given sophisticated Flood Emergency Decision Support the prevailing conditions. Systems (DSS). The aim of such a DSS is to integrate the Timis and Bega rivers of Banat region in hydrologic, hydraulic and GIS “flood intelligence” assessed over the last years ( for example 10 years) and Romania, are lately, more and more subject to floods, extract and present vital flood emergency decision showing the need of a Decision Support System for a making information during an actual event. flood forecasting system, a system which can support This paper outlines the DSS strategy and show how the operational water management under extreme DSS should extract and display all thevarious conditions when actions have to be taken quickly. components of information to various groups which are This paper presents the design of such a system for required to respond to a flood emergency. Examples are the mentioned catchement. Timis and Bega rivers provided of how the DSS interprets the basic hydraulic were considered jointly, since their hydrodynamic and hydrologic inputs and GIS data to provide flood responses are conditioned by operation of existing intelligence such as: Flood Affected Properties – overfloor flooding associated with a predicted flood hydraulic structures used for water transfer between level; Evacuation and Exit Routes – the predicted depth them. -
Minutes of Meeting 15 05 2019 BEGA Works Klek Sr Itebej in 2 Lots
JAB H O BOAOnPM BPEflHO nPE^yBETiE "Bofle BojBOflUHe" '¿ h HOBM CAfl Booe Minutes of the meeting Subject: Works on hydro-technical complex at Klek and Srpski Itebej in 2 lots Ref. no: VI-84/25 Meeting point/Location - PWMC Vode Vojvodine Working unit Zrenjanin, Slobodana Bursaca no. 3, 23000 Zrenjanin Site visit location: Klek canal lock and Srpski Itebej canal lock Date: May 15th 2019 from 10:00 - 15:30 local time Briefing: Briefing started at 10:00 local time Zoran Madzgalj as BEGA project team member introduced the meeting. After the introduction, the scope of the project, main activities and dynamics as well as information related to procurement procedure were presented. Representatives of participants were informed that related to all technical and administrative requirements. Project manager delivered technical drawings in electronic form to all representatives of participants. Representatives of potential offerers received all relevant information related to local open tender procedure for works in 2 lots, all according to the PRAG procedures. Participants are informed that official language of tender procedure is English. They were also informed that all questions should be officially submitted in line with the tender procedure and Instruction to tenders. All representatives of potential offerers received the Certificate of attendance. Site visit: The sites were visited at 11.15 (Klek) and 13.10 (Srpski Itebej). Minutes of meeting will be placed at http://www.romania-serbia.net/?page id=2540 and www.vodevojvodine.com/JavneNabavke. The site visit was completed at 15:30 local time. Disclaimer: The project is co-financed by the European Union. -
Dunca, A.,M., the History of Hydraulic Structures Realized in Banat
Scientific Bulletin of Politehnica University of Timişoara Transactions on HYDROTECHNICS Volume 62(76), Issue 2, 2017 The history of hydraulic structures realized in Banat hydrographical area (Romania) Andreea-Mihaela Dunca1 Abstract: Banat hydrographical area is situated in the In Timișoara, the largest and the most important western and south-western part of Romania and city of this region there is a rather old tradition in the includes the hydrographical basins of the rivers: field of hydrotechnical works, for the reason that the Aranca, Bega Veche, Bega, Timiș, Bârzava, Moravița, city initially situated on a low and marshy terrain, Caraș, Nera, Cerna and other smaller Danube river’s had to conduct a steady and constant struggle in tributaries. The relief of this region is very diverse, with altitudes that decrease from east to west and fluctuate order to combat excess water (Dunca, 2017). between 70 m and 2291 m. The characteristics of the The Banat hydrographical area which overlaps a hydrographical network and of the surface, which have part of the Banat historical region, is situated in the a very low drainage slope in the plain area, sometimes western and south-western part o Romania, bounded nonexistent as well as the limited possibilities of surface north of the Mureș river, south of the Danube and water infiltration, due to the low soil permeability, have east of the Romaniaʼs border with Serbia. From an in the past led to the occurrence of unstable administrative point of view this area spreads in our watercourses, with many channels that were often lost country on the territory of five countries: Timiș, in the lowlands where they formed large flood plain Caraș-Severin, Arad, Mehedinți and Hunedoara. -
COMITETUL JUDETEAN PENTRU SITUATII DE URGENTE TIMI{ Tmc
COMITETUL JUDETEAN PENTRU SITUATII DE URGENTE TIMI{ DATE CARACTERISTICE PENTRU ACTIUNI OPERATIVE ALE COMITETELOR LOCALE Marimi locale Marimi de aparare Timpul de Obiective Amplasament de aparare avertizoare propagare a aflate viiturilor Probabilit. statie CA CI CP Amplasament CA CI CP in zone de risc de inundatie P% sau de Comitet local de Nr. hidrometrica FI FII FIII dtatie FI FII FIII la inundatii Lucrari hidro normate/real concent. a si debitele Nr. aparare Curs de apa telefon locala hidrometrica precipit.peri de aparare existente - corespunza-toare crt. avertizoare culoase caracteristici, cursul de apa de la postul pe care sunt amplasate Tmc /st pluvio la proprietar obiective Cota “0” mira Cota “0” mira Toret 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1. Bara Fadimac 15 30 50 6 20 gospodarii 1/5 333101 nu exista statie hidrometrica locala Balint (pp) l/m2/ l/m2/ l/m2/ 1 strada zona neamenajata 3h 6h 6h 153.ha agricol 8 case Minis 4 4 case 1/5 15 gospodarii zona neamenajata 1 strada 28 ha teren arabil 5 ha pasune 2. Balint Bega s.h. Balint 450 550 650 s.h. Faget 250 350 400 4 51 gospodarii 7 km dig m. stg. 1/5 108.21 MB 5 km DJ;1 km l=2 m;h=2-3 m 290/321 DC;2 strazi mal dr. neamenajat DAB 146.42 MB 2 ob.soc.-ec. 333100 160ha ter. agr. 30 case Fadimac nu exista statie hidrometrica locala Balint (pp) 15 30 50 85 gospodarii zona neamenajata 1/5 108.21 MB l/m2/ l/m2/ l/m2/ 5km DJ;1km 3h 6h 6h DC;2km strazi 2 ob. -
The Rehabilitation of the Agricultural Lands in Făget Hills for Pasture and Hayfield Usage
Research Journal of Agricultural Science, 42 (1), 2010 THE REHABILITATION OF THE AGRICULTURAL LANDS IN FĂGET HILLS FOR PASTURE AND HAYFIELD USAGE Veaceslav MAZĂRE, Marius STROIA, Luminita COJOCARIU Banat’s University of Agricultural Sciences and Veterinary Medicine, Faculty of Agricultural Sciences, Timisoara, Aradului Street, no. 119, RO-300645, Romania, Corresponding author: [email protected] Abstract: The land assessment represents a species or for spontaneous flora. With the goal to complex operation of establishment and realize an overview of the land capability for naturalistic characterization of the lands, different agricultural usage categories, there was respectively of the whole environmental conditions elaborated a ranking consisting of 10 capability and factors which are expressed on a certain classes. Each class comprises a range interval by terrestrial surface, through a system of technical 10 points, from the most favorable class – class I indices and soil potential rating notes and the (91-100 points) to class X – the least favorable (0- determination of the land yield capacity for 10 points). The land grouping thus conceived was different usages and plant cultures, for a specific related to the whole research agricultural surface technology, with the purpose of its qualitative and by 37942,4 ha and it consisted of summa of all soil valuable characterization (Ianoş Gh., Puşcă unit surfaces, on usage categories. The potential I.,1998; Florea N., Munteanu I., 2000). The Făget rating notes of the soil units were enclosed within Hills are located in the eastern side of the Timiş one or another range interval described by the 10 County, at 65 km of Timişoara city and at capability classes. -
Județul Timiş
39DILúDUHMXGHĠ Proces-verbal din data 26.11.2016SULYLQGGHVHPQDUHDSUHúHGLQĠLORUELURXULORUHOHFWRUDOHDOHVHFĠLLORUGHYRWDUH constituite pentru alegerile parlamentare din anul 2016úLDORFĠLLWRULORUDFHVWRUD &LUFXPVFULSĠLD(OHFWRUDOă-XGHĠHDQă1U377,0,ù ,QL܊LDOD Nr. crt. UAT 1U6HF܊LH ,QVWLWX܊LD )XQF܊LD Nume Prenume $GUHVă WDWăOXL Universitatea de Medicina 1 081,&,3,8/7,0,ù2$5$ 1 3UH܈HGLQWH &2%/,ù RAMONA-ADRIANA L 7,0,ù081,&,3,8/7,0,ù2$5$ úL)DUPDFLH9LFWRU%DEHú Universitatea de Medicina 2 081,&,3,8/7,0,ù2$5$ 1 /RF܊LLWRU BOGOEVICI DOINA I 7,0,ù081,&,3,8/7,0,ù2$5$ úL)DUPDFLH9LFWRU%DEHú Universitatea de Medicina 3 081,&,3,8/7,0,ù2$5$ 2 3UH܈HGLQWH IONESCU $/,1$/Ă&5Ă0,2$5$ M 7,0,ù081,&,3,8/7,0,ù2$5$ úL)DUPDFLH9LFWRU%DEHú Universitatea de Medicina SOFIA-DELIA- 4 081,&,3,8/7,0,ù2$5$ 2 /RF܊LLWRU 5Ă'8ğ$672,$129 L 7,0,ù081,&,3,8/7,0,ù2$5$ úL)DUPDFLH9LFWRU%DEHú COSMINA Liceul Pedagogic " 5 081,&,3,8/7,0,ù2$5$ 3 3UH܈HGLQWH CIUR CLAUDIA-MARIA V 7,0,ù081,&,3,8/7,0,ù2$5$ Carmen Sylva" Liceul Pedagogic " 6 081,&,3,8/7,0,ù2$5$ 3 /RF܊LLWRU MIRON CRISTINA-ELENA I 7,0,ù081,&,3,8/7,0,ù2$5$ Carmen Sylva" Colegiul Tehnic "Emanuil 7 081,&,3,8/7,0,ù2$5$ 4 3UH܈HGLQWH 8568/,&Ă COCA C 7,0,ù081,&,3,8/7,0,ù2$5$ Ungureanu" Colegiul Tehnic "Emanuil 8 081,&,3,8/7,0,ù2$5$ 4 /RF܊LLWRU VÎLCEA ADRIANA-LILIANA D 7,0,ù081,&,3,8/7,0,ù2$5$ Ungureanu" Liceul Teoretic "Nikolaus 9 081,&,3,8/7,0,ù2$5$ 5 Lenau" - Corp cladire 3UH܈HGLQWH 9Ă5$1 NARCISA N 7,0,ù081,&,3,8/7,0,ù2$5$ Scoala cu clasele I-IV Liceul Teoretic "Nikolaus 10 081,&,3,8/7,0,ù2$5$ 5 Lenau" - Corp cladire /RF܊LLWRU MIHALIK MELINDA-CORINA M 7,0,ù081,&,3,8/7,0,ù2$5$ Scoala cu clasele I-IV Liceul Teoretic "Nikolaus 11 081,&,3,8/7,0,ù2$5$ 6 Lenau" - Corp cladire 3UH܈HGLQWH BOGOIEVICIU CARMEN-LIA G 7,0,ù081,&,3,8/7,0,ù2$5$ Scoala cu clasele I-IV Liceul Teoretic "Nikolaus 12 081,&,3,8/7,0,ù2$5$ 6 Lenau" - Corp cladire /RF܊LLWRU LEHENEA MILCA-EMILIA M 7,0,ù081,&,3,8/7,0,ù2$5$ Scoala cu clasele I-IV 1/82 39DILúDUHMXGHĠ ,QL܊LDOD Nr. -
Hydromemeteorological Characterisation of the Flood from the Period 14-30 April 2005 in the Timis-Bega River Basin
Hydromemeteorological characterisation of the flood from the period 14-30 april 2005 in the Timis-Bega River Basin Viorel Alexandru Stănescu, Radu Drobot University of Civil Engineering , Bucharest, Romania 1. Abstract The precipitations which generates the 2005 flood in Timis-Bega River Basin have been analyzed both as spatial distribution (total isohyets map) and as temporal one (time distribution at the meteorological stations). Further on, an analysis of the balance of the flood hydrographs volumes is made. Unusual values of the runoff coefficients have been resulted, as the duration and the quantity of the rainfalls were very high (over 200mm). A mathematical model has been applied aiming to the reconstitution of the flood hydrograph of Timis River at the border of Romania with Serbia- Montenegro. Then the volumes of water penetrating the ruptures in the dikes downstream Sag station have been determined. Thus the very large area that has been flooded has been explained by the huge volume of the flood downstream Sag station (720.106 m3). An analysis of the effects of the storages (permanent and non-permanent ones) led to the conclusion that they were less effective in mitigating the flood crest in the Timis-Bega River Basin. In continuation, an analysis of the hydrological and technical issues of the present embankments in Timis-Bega River Basin is made. Proposals for improving the defence system by gradually implementation of new structural measures deeming and keeping the principle “more space for rivers” as well as the improvement and diversifying the non- structural measures are presented in detail. Key words: Precipitation, maximum discharges, flood volume balance, flood hydrographs, mathematical model, structural measures, ring-shaped embankments, fusible dikes, non-structural measures, informational system, education of population. -
Tisza River Sub-Basin: Overview MAP 1
Tisza River Sub-basin: Overview MAP 1 Topla L POLAND a b T o o O r r y n CZECH REPUBLIC s e a d c a v a Prešov U Hor z nad h SLOVAK REPUBLIC Bodva Košice Uh UKRAINE AUSTRIA á n a a c Svaljava l Uzhhgorod ri S to La Mizhgir'ja R a im B Sátoraljaújhely ik ó Mukachevo Irshava a R v d g a a ro v Edelény v d d a . a o h a T á z B r a Kazincbarcika n o v Sárospatak Kisvárda Beregove s Dubove n r B r Bratislava Hust e e r o Sajó Vynogradiv h H e Ózd C . Sajószentpéter Lóny T Bila T ai-fõcs Szerencs atorna Vyshkovo T Tjachiv Rahiv Salgótarján S ú Tysa Miskolc K z r Nyíregyháza Mátészalka r a a m Tur Ti s sa Eger z o Bátonyterenye Tiszaújváros a s Sighetu Marmatiei n Tiszavasvári n r Nagykálló T a o K Iz Pásztó a t Hajdúnánás Negresti-Oas a a e r s Viseu de Sus l S n Gyöngyös e o aj c Újfehértó Nyírbátor m V a õ i un t s D f e i e - ş u Mezőkövesd i - Satu Mare Baia Mare t f ca a õ Hajdúhadház g b a c á Dun C Z u Borsa R y s r Baia Sprie a Carei a HatvanHUNGARY Tiszafüred N Hajdúböszörmény a t s g Balmazújváros o n Heves r a y n Hajdúsámson us a p v Jászberény Füred-Kócsi- Ier La are a l M tározó Debrecen Valea Lui Mihai şu za me is Hajdúszoboszló Marghita So Nasaud r Nagykáta T é Karcag Püspökladány - Budapest Pilis ló ó ó l tty Simleu Silvaniei Beclean y á e Bar Bistrita Albertirsa Kisújszállás t K er că LEGEND Abony t B u Jibou Törökszentmiklós re e Berettyóújfalu Dej Cegléd Túrkeve -B Zalau Sieu Tisza River Sub-basin Szolnok y Oradea g Nagykőrös á Szeghalom Toplita Mezőtúr b S Gherla to ebes-K. -
Water Pollution in Timis County
WATER POLLUTION IN TIMIS COUNTY A.M. BALINT and A.P. NECULAE West University of Timisoara, Romania, [email protected], [email protected] ABSTRACT The present work is a brief inventory of the water resources and water consumption in Romania and an evaluation of the water quality in Timis county (neighbour of Serbia). This evaluation concerns rivers, groundwater, fountains and drinking water in Timisoara. The main causes of pollution and the critical zones are identified. Finally, a set of measures in order to improve the present situation are presented. Keywords: water resources; water sampling; water quality; pollutants; Timisoara. Introduction Romania is a state situated in SE Central Europe, north of the Balkan Peninsula, on the Lower Danube and bordering on the Black Sea. It has an area of 238,391 km2 (91,843 miles2), 3,149.9 km of boundaries and a population of 22,526,096 inhabitants (in 1998). Fig. 1. Romania. Geographical map. 160 Romania’s water resources are made up of the surface waters – inner rivers, natural and anthrop lakes, the Danube – and in a smaller measure, 10% respectively, the groundwater. Potentially and technically usable water resources are presented in table 1. Table1. [1] Water source Total 3 Characteristic indicator Thousand m A. Inland rivers 1. Theoretic resource 40000000 2. Existing resource according to the arrangement degree of the hydrographic basins 13805691 3. Water demand of uses according to catchments capacities being in function 3682569 B The Danube (directly) 1. Theoretic resource (in the entrance section in the country 87000000 2. Usable resource in current arrangement regime 20000000 3. -
TIMIS RIVER REȘIȚA CARANSEBEȘ LUGOJ Timișoara European
TIMIS RIVER Timis, the largest inner river in the region, has its springs on the CARANSEBEȘ eastern slopes of Semenic Mountains, in Caraş-Severin County, more Timișoara precisely at the confluence of three arms: Semenic, Grădişte and Brebu. The place where it springs, moreover, the most beautiful Caransebes, the second largest city of Caraş-Severin County, has European Cultural Capital 2021 stories of Banat, its history and its cuisine, songs and traditions, been, and remains, an important cultural center of Banat. The culture. archaeological discoveries reveal a vigorous material and spiritual culture, The total length of the Timis River is 339.7 km, out of which 241.2 km Timisoara - in Latin Temesvaraia; in Hungarian Temesvár; in German first of all daco-getic, then Daco-Roman. are traversed in Romania through Caraş Severin County and Timiş Temeschwar, alternatively Temeschburg or Temeswar; in Serbian Teмишvar, with County, and the remaining 98.5 km pass through Serbia via Pančevo. Latin alphabet Temišvar - is the seat of Timis county, Banat, located in the western On a 3.3 km stretch the river marks the Romanian-Serbian border. part of Romania, close to the borders with Hungary and Serbia. The name of the locality comes from the river of Timiş, combined with Beyond its history - which states that Timis was known during the the Hungarian noun " vár ", meaning the Fortress of Timiş. Located on the Bega Roman period as Tibisis or Tibiscus - the river that crosses the Banat River, the city is considered the official capital or heart of Banat's historic region. is today a binder of some of the most beautiful settlements in this From 1848 until 1860 it was the official capital of Serbian Vojvodina and Banat part of Romania. -
The Frequency of the Years in Which Big Waters and Floods
Review of Historical Geography and Toponomastics, vol. I, no.1, 2006, pp. 89-106 A HISTORY OF ABOUT 300 YEARS OF HIGH WATERS AND HYDROTECHNIC CONSTRUCTIONS IN BANAT (I) Martin OLARU ∗ West University of Timişoara, Department of Geography, Blv. V. Pârvan, No.4, 300223, Timişoara, Romania, e-mail: Abstract. This study is a synthesis on three centuries of hidrotechnical managements and high levels of rivers in Banat, including four distinct periods for the floodings which produced great damages: 1700-1876; 1877-1949; 1950-1972 and 1973-2005. It was also important the flooding from April 14th –30th 2005 in the hydrographical basin Timiş-Bega. Analyzing the frequency and the amplitude of the floodings in time, it can be concluded that these are in a continuous increase. The defend against floodings, the management and the dams, the whole history of the big hydrographical and navigation works could be grouped in the following stages: (a) From the beginning of the 18th century till the 1848-1849 Revolution; (b) From 1848-1849 Revolution till year 1871; (c) From 1871 till the First World War; (d) The Interwar period; (e) From the Second World War till 1989 Revolution; (f) 1990-2005. As in all EU countries which had to cope with floodings, in Banat as well it must be applied the new concept «more space for rivers», building dams at longer distances than the river banks. Rezumat. Lucrarea sintetizează cele trei secole de amenajări hidrotehnice şi ape mari din Banat, grupând în patru mari perioade distincte marile viituri, care au produs pagube însemnate locuitorilor acestei provincii istorice: 1700-1876; 1877-1949; 1950-1972 şi 1973-2005.