DD PROJEKT

By quantity of capping water of q = 750 l/sec. The main distribution centre in Zivinice and sources in Stupari, Toplice and Spacko Polje. The main distribution tank by volume of 2000 to 5000 m³ in Zivinice, Husinu near Tuzla, Tuzla (five tanks) and Lukavac. Piping of steel C 400, 500, 600 and 700 mm. System is controled from the main pumping station in Zivinice, where all informations about flows, water levels and conditions in complete system are. It is applied radio link that good operates.

The main source for supplying quoted above towns of Regional plumbing Plava Voda Travnik is well-known source Plava Voda in Travnik by capacity of minimum q = 1000 l/sec. Quoted quantities of water are taken and distributed for supplying towns Travnik - N.Travnik - Vitez and Zenica.

System is handled from the main section head object in Travnik, where all necessary informations are coming grom complex system of regional plumbing Plava Voda Travnik.

Water - supplying of town in built from the source Basbunar (q = 100 l/sec.) gravitationaly and from the source Plava Voda by pumping (q = 220 l/sec.). The town is supplied in two height of areas. At the source Plava Voda is built a pumping station. The three main tanks in town are forescen by volume of 500 to 2000 m³.

The projected installation for 80000 inhabitants. The source is in Doboj by quantity of 120 l/sec, and others on the territory RUDANKA by the quantity of q = 130 l/sec. From both sources the underground water is used with alluviums by pumping wells, from there later is thrown into town network tanks. The system is handled and the work is controled and pumping station are in Doboj. Since it is built installation for three heights of areas, the main objects are connected by remote control and partly by cable links and partly radio links.

Getting water is from the source Milkina Vrela, which is 4,5 kilometers far from the town. Productivity of the source is q = 100 litars per second. Additional source is openly waterflow of Mala Rijeka, with capacity of q = 80 litars per second which is 7 kilometers far from Milkino Vrelo. Pump station Medica pumps in town Breza, as distributing net of town. Reservoirs Kriz by volume of V = 500 cube meters and reservoir Smailbegovici V = 2000 cube meters.

THE MAIN PROJECT OF RECONSTRUCTION OF INCOMING PIPELINE MAHMUTOVICA RIVER SETTLEMENT ZUPCA AND PODGORA NEAR BREZA

Incomong pipeline C 300 mm, lenght from the place of getting water to the settlement 14 kilometers. Reservoirs are in settlements by volume of V = 500 cube meters. Distributions net of settlement.

Scoop water is from open flow of the river Jadar distrant 15 kilometres from town. The quantity of scoop water is q = 100 l/sec. Water consists of linked iron. Devices for condensation are built by scoop in Jadar and Dudina, piping to town and delivery network of cast iron and steel are foreseen. Three areans are for supplying town. The common tank is for two areas with interruption chamber.

Capping of the source Seljani is q = 20 l/sec, and the source Zilicina q = 60 l/sec. System is of the gravitation pump. The tanks are at two locations by V = 2 x 300 m³. Total V = 1200 m³. One pump station is for pushing water into tank.

For water supplying of town Srbac and industry is foreseen from two pumping wells by capacity q = 100 l/sec. Both wells are pushing water 6 kilometers to town tanks, from there is later distributed in delivery network.

THE MAIN PROJECTS FOR WATER SUPPLYING OF SETTLEMENTS AND INDUSTRY IN JELAH NEAR DOBOJ

The settlement and industry are supplied from pumping wells near river Usora with quantity of water q = 20 l/sec for the first phase and q = 50 l/sec for the second phase. The water is pumping into tank over the settlement with volume V = 2 x 300 m³.

THE MAIN PROJECTS FOR DELIVERY PLUMBING NETWORK OF TOWN AND INDUSTRY IN LUKAVAC NEAR TUZLA

The plumbing network is projected for settlement of 25000 inhabitants. The tank has volume V = 2 x 1000 m³.

The settlement of 6000 inhabitants size, water is pumped from wells by capacity q = 20 l/sec and pushing into tank volume V = 2 x 150 m³. Object is working without crew.

WATER SUPPLYING AND DRAINING WITH REFINING WASTE WATERS OF THE SUGAR FACTORY IN BIJELJINA

Water supplying of the sugar factory is built by three pumping wells by total aboundant of q = 300 l/sec. Water is pushing in the main tank in the factory where it is specially built pumping station for recirculation of water in order to supply the factory with industrial water. It is separate system of drinking water.

Draining all waste water from the factory is built by the separate networks and all water are drained onto central installations for refining where one part of water is partially refined and later turn back to the factory, while the

second part is refined with output values efluenta of 30 mg1 BPK5. Equipment on installations is from the firm PASSAVAN in West Germany.

The object is built and still two years is in exploation. The projected quantities of sugar is proved.

Water supplying and draining rainfall and waste water of the recreation centre Drvar according to urban plan of Centre.

THE MAIN PROJECTS OF SALT WATER PIPES IN TUZLA OF SALT WELLS OF THE MAINE TUSANJ DO SALTWORKS IN KREKA

The salt water pipes are projected on the quoted places in the passing canals where the possibility of building onto the new salt water tubes is foreseen.

Mixed drainage system. Surface of drainage is 1000 ha. One part of towns area is going into river Bosnia gravitationaly, untill the bigger part is repumping using the main pump station during big level of water in the river Bosnia. Mountain water is specially scooped and drained by lateral canals gravitationaly in the river Bosnia.

Drainage system of town Travnik is adpted as mixed system for the size of town of 30000 inhabitants. Almost all network is built.

THE MAIN PROJECT OF DRAINAGE SYSTEM OF TOWN ROGATICA WITH EQUIPMENTS FOR REFINING

The drainage system of town Rogatica is adopted as mixed sistem for the size of town of 15000 inhabitants. Draining water from town with two main collectors on common device for fefining gravitationaly. In the front of the device is foreseen the pumping station for waste water. The devices are built for inhabitants and industry - slaughter houses and other industries with biology treatment waste waters by BPK5 on exit in recipient are 20 mg/l.

The drainage system of town Bileca is built as separate system. Draining waste and rainfall water from settlement is gravitationaly releasing into lake after installation for refining with BPK5 = 20 mg/l.

THE MAIN PROJECT OF DRAINAGE SYSTEM FOR REFINING WASTE WATER OF TOWN AND INDUSTRY SRBAC

The drainage system is separation built. All water is draining gravitationaly from town to the pumping station for rainfall water with capacity q = 5000 l/sec and for waste water with the help of which waste water are pumping to the installlations for refining and then going into the river Sava. Devices have dimensions for 30000 inhabitants with BPK5 on exit in recipient with 25 mg/l.

THE DRAINAGE SYSTEM WITH DEVICES FOR REFINING WASTE WATER OF TOWN AND INDUSTRY IN TESANJ

The drainage system of the proposal of town Tesanj and industry in Bukve. It is mixed system. Drainag of all water to devices for refining is gravitationaly. Devices for refining waste water are located at the area of Bukve. Refining is mechanical - biological.

THE MAIN PROJECTS OF DEVICES FOR REFINING WASTE WATER OF THE VEGETABLE FACTORY IN JANJA NEAR BIJELJINA

Drevices for refining waste water of the vegetable factory in Janja are built for mechanical - biological refining before releasing into the river Drina. Efluent of releasing by load efluents of 25 mg/l BPK5 by day.

THE MAIN PROJECTS FOR REGULATION OF BROOKS MAKLJENOVAC, MILJKOVAC AND ORASJE IN DOBOJ

The quoted brooks are regulated and connected with one brink canal and positioned into the river Bosnia gravitationaly. In such a way town Doboj is protected of flood mountain water. Minimum quantity is q = 150 m³/sec.

THE MAIN PROJECT FOR CONDENSATION DRINKING WATER FOR NEEDS OF TOWN SVETI NIKOLA NEAR SKOPLJE IN MACEDONIA

Town Sveti Nikola needs quantity of water for inhabitants and industry of q = 300 l/sec. Scoop of raw water is from the main roud canal which is connected to accumulation. The base objects of installations are: scoop on the canal, bringing up pipes to agitator, agitator and coagulator, selfrinsing gravitational filters by type HIDROTEHNIKA KLADANJ, tank for clean water and the main plant object with devices for disinfection water and for running the plant.

INSTALLATION FOR PREPARATION DRINKING WATER FOR SETTLEMENTS BREZA NEAR SARAJEVO, capacity q = 50 l/sec

INSTALLATION FOR PREPARATION DRINKING WATER FOR NEEDS OF TOWN AND INDUSTRY IN KAKANJ, capacity q = 150 l/sec

THE MAIN PROJECTS OF INSTALLATIONS FOR PREPARATION DRINKING WATER FOR NEEDS OF TOWN AND INDUSTRY IN ILIJAS, capacity q = 150 l/sec

Scoop width of water from the river Misoca. The main objects are: scoop on the river Misoca with pumping station and pressuring water to installation.

THE MAIN PROJECTS OF INSTALLATION FOR PREPARATION DRINKING WATER FOR NEEDS OF TOWN AND INDUSTRY IN NEVESINJE, capacity q = 100 l/sec

The main objects are: scoop from acumullation ALAGOVAC with pumping station and pressuring water to installation.

Installation consists of dinamic deposit room, filters of basen with clean water and installation objects.

THE MAIN PROJECTS OF INSTALLATION FOR PREPARATION DRINKING WATER FOR NEEDS OF THE FACTORY POBJEDA IN GORAZDE, WITH CAPACITY OF q = 50 l/sec

THE MAIN PROJECTS OF INSTALLATION FOR PREPARATION DRINKING WATER FOR NEEDS OF TOWN, MAGLAJ CAPACITY OF 30 l/sec.

THE MAIN PROJECTS OF INSTALLATION FOR PREPARATION DRINKING WATER FOR NEEDS OF INDUSTRY IN POTOCARI NEAR SREBRENICA capacity q = 50 l/sec

THE MAIN PROJECT OF INSTALLATION FOR PREPARATION DRINKING WATER FOR NEEDS RMK BRATSTVO NOVI TRAVNIK, capacity q = 100 l/sec

At all installations in raw water the muddy water is excluded, as mostly iron and mangan. Today all installations are used and they give drinking water according to standards of good drinking water.

Drainage system is separate. In drainge system are included waste waters of 41200 inhabitants 25000 tourists 15000 passing guests and industry. Total quantity of waste waters which come to device is 900 litart per second. Disposition solution includes work of 8 relay pump stations (Sv.Jakov, Ploce, Pile, Batala, Gliman, Gruz, Kantafig and Lapad) with underfield pumps and management from one centre (managerial building Vodovod in Dubrovnik). The final disposition of waste waters after device for cleaning (Lapad) is a doffuse outlet under the sea of distance 1,0 kilometer approximatively. Review situation 1:10000 with concept of solution Ideological project of the rainfalls drainage system of Dubrovnik will be delivered.

two floodeds under the river Trebisnjica lenght = 125 meters, lenght = 80 meters. In drainage system are included waste waters of 85500 inhabitants and industry. Total quantity of wastw waters which come to device is 1500 litars per second. Disposition solution makes possible gravitational flows all to device for cleaning. The final disposition of waste waters after device for cleaning is drainage in the river Trebisnjica.

According to the configuration of terrain are directly draining on seven places in the river Trebisnjica.Also the review situation with concept of solution will be delivered.

Mixed drainage system. In drainage system are included waste waters of 20000 inhabitants industry surface and part of underground waters two rain overflows with raised threshold are releasing the system and in the rain period are taking away the part of rainfall waters into the land-reclamation system in the quantity of 7 cube meters per second.

The total quantity of waste diluted waters which come to device is 800 litars per second. Dispositional solution makes possible gravitational flows all to devices for cleaning. The final disposition of waste waters after device for cleaning is drainage into the land.reclamation system and the river Sava. the review situation with concept of solution will be delivered also.

THE IDEOLOGICAL PROJECT OF THE LAND-RECLAMATION PUMP STATION WITH CAPACITY OF 10 CUBE METERS PER SECOND.

mixed drainage system In drainage system are included waste waters of 7000 inhabitants industry surface and part of underground waters. The total quantity of waste diluted wasters which come to device is 345 litars per second. Dispositional solution makes possible gravitational flows all to device for cleaning. The final disposition of waste waters after device for cleaning is drainage into the river Sava using pump station. The review situation with conception of solution will be delivered.

rainfalls and waste cleaned waters into the river Sava capacity of pump station is 2100 litars per second.

Separate drainage system. In drainage system are included waste waters of 5000 inhabitants industry. The total quantity of waste waters which come to device is 60 litara per second. Dispositional solution makes possible gravitational flows all to devices for cleaning. The final disposition of waste waters after device for cleaning is drainage into the river Zeljeznica. the review situation with conception of solution will be delivered. Drainage system of the complex of commemorative house Mitar Trifunovic Uco with pump station.

Mechanical-biological cleaning on the base of active mud with separated stabilization of mud.Capacity of devices First phase 50000 ES Second phase 10000 ES. Quantities of waste waters which dispatch to devices inhabitants 10500 cube meters per day industry 1655 cube meters per day. The final disposition of waste waters after devices for cleaning is the river Trebisnjica (with BPK5 20 mg/l).The review situation with conception of solution will be delivered.

Mechanical-biological cleaning on the base of active mud, with separated stabilization of mud. In drainage system are included waste waters of: 10000 inhabitants industry partly of rainfall waters. Capacity of devices 10000 ES (inhabitants) 20000 ES (industry) The total quantity of waste waters which come to device is 115 litars per second. Dispositional solution makes possible gravitational flows all to devices for cleaning. The final disposition of waste waters after devices for cleaning is drainage into the river Gradasnjica (with efluent of 20 mg/l). The review situation with conception of solution will be delivered.

Mechanical-biological cleaning on the base of active mud with separated stabilization of mud. In drainage system are included waste waters of 7000 inhabitants industry. Capacity of devices 10000 ES (inhabitants + industry). The total quantity of waste waters which come to device is 100 litars per second. Dispositional solution makes possible ravitational flows all to devices for cleaning. The final disposition of waste waters after device for cleaning is drainage into the river Sava. (with efluent of 20 mg/l).

Mechanical-biological cleaning on the base of active mud with separated stabilization of mud. In drainage system are included waste waters of 5000 inhabitants ES industry

The total quantity of waste waters which come to device is 40 litars per second.Dispositional solution makes possible gravitational flows al to devices for cleaning.The final disposition of waste waters after device for cleaning is drainage into the river Zeljeznica (with exit efluent of 20 mg/l).

In drainage system are included waste waters of: 20500 inhabitants. the total quantity of waste waters which come to device is 60 litars per second. Dispositional solution doesnt make possible gravitational flows of waste waters to device but there is one system with prior-to pump station. The final disposition of waste waters after device for cleaning is drainage ito the river Drina.

In line Lucka Vrela - reservoir with drainpipe to hydroelecric power station Buk Bijela. The total lenght of the whole system is 16 kilometers approximately. The capacity of pipeline is 200 litars per second.Determined pipelines are of asbestos and cement C 350 mm class D. The main project of incoming pipeline of drinking water for USTIKOLINA. In line Foca - new reservoir. The total lenght of pipeline is 10065 meters. Capacity of pipeline is 20 litars per second.Determined pipelines are of asbestos and cement.

In line Dobrun - reservoir Visegrad. The total lenght of pipeline is 11500 meters. Capacity of pipeline is 100 litars per second. Determined pipes are of asbestos and cement C 300 mm. The review situation 1:25000 with conception of solution will be delivered.

Pump station with capacity of 240 litars per second. Filter station with capacity of 240 litars per second. Pushing pipelines by profile of 500 mm, 400 mm and 200 mm.

Lenght of 5500 kilometers Capacity of 10 litars per second. Objects: for capping, unloading chambers, reservoir.

WATER SUPPLYING SYSTEM FOR VARES (OBJECTS FOR CAPPING, UNLOADING CHAMBER, CHANGING OF LINE, RESERVOIRS)

THE MAIN PROJECT OF THE RESERVOIR IN BILECA capacity 2 x 2500 cube metars = 5000 cube meters

THE MAIN PROJECT OF THE RESERVOIR IN TREBINJE capacity 2 x 2000 cube meters = 4000 cube meters

THE MAIN PROJECT OF THE RESERVOIR IN VISEGRAD capacity 2 x 1000 cube meters = 2000 cube meters

THE MAIN PROJECT OF THE RESERVOIR IN DERVENTA capacity 2 x 1000 cube meters = 2000 cube meters

THE MAIN PROJECT OF THE RESERVOIR IN BILECA capacity 2 x 1000 cube meters = 2000 cube meters

THE MAIN PROJECT OF THE RESERVOIR IN USTIKOLINA capacity 2 x 200 cube meters = 400 cube meters

THE MAIN PROJECT OF THE RESERVOIR IN GORAZDE

UNIS FACTORY AND COOLING ROOM capacity 200 + 100 = 300 cube meters

THE MAIN PROJECT OF THE RESERVOIR IN BOSANSKI BROD capacity 200 cube meters type Hidroglobus.