Transcript
Rehabilitation of the Urban Water Supply & Sanitation in Sava River Basin (BMZ ID 2002 65 876)
CURRENT SITUATION AND THE EXISTING PROBLEM The existing sewer system is a combined system, which collects the wastewater produced in households, industrial
wastewater, and small companies as well as storm water. At the moment, approximate between 50% and 55% of the water consumers in the city of Derventa are connected to the sewer system, while the rest 45% discharge their wastewater into septic tanks and open pits.
The pipe network consists of the pipes with the materials of PVC and concrete.
The existing sewer system has the following defects to be improved through the works to being tendered: · The existing sewer system is insufficient to collect the wastewater produced in the city of Derventa. The piping system is in
poor condition due to the poor maintenance and improper connections. · The discharge of the untreated wastewater without authorisation into the oxbow lake of the Ukrina river and other tributaries
of the Ukrina river as well as the Ukrine river has caused not only the serious pollution in the Ukrina river but also in the downstream of the Sava river.
· The hydraulic overload has caused the blockage of the collector in the Gakovac settlement, which has lead to a frequent overflow of the wastewater onto the ground surface.
· The dimension of the existing collector on the left bank of the Ukrine river is not sufficient as to allow any more connection of sewerage pipe. Thus, a new collector is required to be constructed to collect and discharge the wastewater collected in the
new settlement “Lug” on the left bank. · There are several “weak points”, which have insufficient hydraulic capacity due to the inadequate dimensions or gradients, in
the existing sewage system.
Description of the Works: Lot B1 – In the northern part of the Derventa city, a new HDPE collector with diameters of DN 400-DN800 and length of ~2,000 m shall be
laid along the road from the “Banja Luka”, in order to transport the wastewater collected by the existing branches to the future WWTP. The dimension of this new collector shall be calculated under consideration of the future development along the road “Banja Luka”. Under the new bridge, because the existing pumping station (PS 2) is out of the operation, the new collector shall be connected to the
existing overflow structure (SWO 4). In this phase, the wastewater collected by the new collector will be discharged into the Ukraine River through the SWO4.
The sewerage pipe (DN 300 – DN 500, concrete) which is laid in the northern part and connected to the Pump Station “PS3” shall be disconnected from the PS3 and connected to the new collector.
Lot B2 - In order to collect the wastewater produced in the area along the road to “Banja Luka” and the refugee settlement “Lug” as well as the areas in the southern part of the Derventa City, the new sewerage networks which consists of ~ 2,400 m DN300-DN400 HDPE pipes shall be laid and the house connection shall be constructed.
The wastewater collected by this new network will be discharged into the new main collector which shall be constructed in Lot B-1 by a new pump stations PS 4 & PS5 (LOT B-3)
Lot B3: PS 1 and SWO 2 - Regarding to the Pumping Station PS 1, the investigation shall be carried out by the Contractor through pipe flushing and
camera inspection (250 m from the starting point) to make clear if there is sewerage in the pipes, which should be connected to the pumps, and where the sewerage is discharged. 2. PS 2 and SWO 4 - The Pumping Station PS 2 will not be in operation and therefore not be rehabilitated in this phase. The Pumping Station
PS 2 will not be connected with the new sewage pipe within this project. The new sewage pipe will pass the PS 2 and will divert the sewage directly into Ukrina River. Future Project foresees operation of PS2 and downstream collector up to the Treatment Plant.
3. PS 4 - In order to lift the wastewater collected by the new sewer network and the existing sewerage pipe (DN 300) to the new main collector, new pumping station PS 4 using submersible non-clog pumps shall be constructed. The two pumps will operate on an on-duty/stand-by basis. Each pump shall provide a capacity of 72 m³/h
4. PS 5 – In order to lift the wastewater collected by new PS4, connection of existing collectors at abandoned PS3, new pumping station PS5 using 4nr submersible non-clog pumps shall be constructed. 2nr pumps will provide a capacity of 2x540m3/h and 2nr small pumps - 2x180m3/h.
CORRUGATED HDPE SN8 PIPES REHAU RAUVIA U-PVC SN8 PIPES REHAU
PREFABRICATED MANHOLES BINIS PREFABRICATED MANHOLES BINIS
MANHOLE COVERS – PAM REXESS DIRT CATCHERS
GEOTEXTILE: M-PROINTEX GRUNDFOS PUMPS (S, SE & SEV SERIES)
Lot B1 Collector Line
DN800 – L=598m; DN600 – L=761m; DN400 – L=523m; DN300 – L=220m In total – 2.102,00m collector installed; 38nr of prefabricated manholes
EXCAVATION WORKS TRENCH BRACING
USE OF PIPE LASER
MAGISTERIAL ROAD CROSSING 1 / UNDERGROUND DRILLING
MAGISTERIAL ROAD CROSSING 2 / UNDERGROUND DRILLING
USE OF GEO-TEXTING ON HIGH UNDERGROUND WATER TRENCH SECTIONS
INSPECTION MANHOLES ON EACH COLLECTOR DIRECTION CHANGE POINTS. MANHOLES PRODUCED BASED ON DETAILED DESIGN WITH SPECIFIED DIAMETERS AND ANGLES
SURVEY CONTROL
EXTENSION OF LOT B1 – DN300 COLLECTOR INSPECTION MANHOLE
INSPECTION MANHOLE “DIRT TRAP” MANHOLE COVER
TIGHTNESS TESTING AS PER EN1610
CCTV INSPECTION AS PER ATV M 14, PART 2
CCTV INSPECTION AS PER ATV M 14, PART 2
PLATE LOAD TEST ON ROAD CROSSINGS REINSTATEMENT OF SURFACES - ASPHALTING
Lot B2 Sewage Network
DN400 – L=274m DN300 – L=1,844m In total: 2,118m of collector installed; House connections – 126nr; Prefabricated manholes – 61nr
COLLECTOR DN400 TRENCH EXCAVATION INSPECTION MANHOLE INSTALLATION
INSPECTION MANHOLE INSTALLATION PIPE LASER GUIDED INSTALLATION
PIPE LASER GUIDED INSTALLATION COLLECTOR DN300 TRENCH BRACING
INSPECTION MANHOLE INSTALLATION INSPECTION MANHOLE INSTALLATION
COLLECTION MANHOLES INSTALLATION
COLLECTION MANHOLES DRILLING FOR U-PVC HOUSE CONNECTION PIPE
U-PVC PIPE HOUSE CONNECTION TO THE COLLECTION MANHOLE
COLLECTION MANHOLE – U-PVC HOUSE CONNECTIONS COLLECTION MANHOLE INSTALLATION
Lot B3 Pumping Stations
PS1 – Cleaning, rehabilitation of Pumps and inclusion into the SCADA System; PS2 – Connection of new B1 Collector to existing PS2, discharging into Ukrina River over SWO4 structure. Future development foresees engagement of PS2 to pump the waste water downstream further from the City until the new Treatment Plant PS3 – Existing PS3 is to be abandoned, belonging Collectors to be connected to new B1 collector, existing pumps to be rehabilitated and transferred to new PS4; PS4 – new PS to be built for lifting the collector B2 elevation, 2nr pumps to be installed (2x20l/s, Hmax=12.4m); water level sensors, control and power cabinet to be installed, inclusion into SCADA System PS5 – new PS was to be built lifting the elevation of B1 collector, 2+2 pumps (2x150l/s + 2x50l/s) with lifting heights of 7.72m & 7.15m to be installed, water level sensors, control and power cabinet to be installed, inclusion into SCADA System
EXISTING PUMPING STATION PS-1
EXISTING PUMPING STATION PS-1
EXISTING PUMPING STATION PS2 (CURRENTLY OUT OF FUNCTION)
FUTURE PROJECT FORESEES OPERATION OF PS-2 AND TRANSPORT OF SEWAGE TO THE PLANNED DOWNSTREAM TREATMENT PLANT
EXISTING PUMPING STATION PS-2 TABLE VALVE ON SWO STRUCTURE
EXISTING PS-2 / SWO4 OUTLET TO RIVER “UKRINA”
EXISTING PUMPING STATION PS-3, PLACED OUT OF OPERATION UNDER THE PROJECT
ABANDONED PS3, PUMP REHABILITATED AND TRANSFERRED TO NEW PS4
NEW PUMPING STATION PS-4
PS-4 PENETRATING 1ST WALL ELEMENT
1ST WALL ELEMENT LOWERING OF 1ST ELEMENT
STORM WATER OVERFLOW STEEL DN400 PIPE
INLET HDPE DN400 PIPE – FROM LOT B2 NETWORK OVERFLOW STEEL DN300 PIPE
ROOF SLAB
PRESSURE PIPES 2NR SWING CHECK VALVES DN150 TRANSITION DN300/150 WITH SWING CHECK VALVES
INSTALLED 2NR SUBMERSIBLE NON-CLOG GRUNDFOS “SEV” PUMPS (2X23.30L/S, H=12.4M, 50HZ)
PS-4 OUTLET CHAMBER
PS-4 TIGHTNESS TESTING (AS PER EN1610), PLUGGING BALONS
LOCATION OF NEW PUMPING STATION PS-5
SEGMENTAL LOWERING – 1ST WALL’S SEGMENT
SEGMENTAL LOWERING – 1ST WALL’S SEGMENT
SEGMENTAL LOWERING – 1ST WALL’S SEGMENT LOWERING BY EXCAVATION
SEGMENTAL LOWERING – 1ST WALL’S SEGMENT SEGMENTAL LOWERING – 2ND WALL’S SEGMENT
SEGMENTAL LOWERING – 2ND WALL’S SEGMENT (INLET HDPE DN600 PIPE VISIBLE)
UNDERGROUND LOWERING OF THE 2ND WALL’S SEGMENT
PREPARATION FOR UNDERWATER BASE PLUG CONCRETE INSTALLATION
PREPARATION FOR BASE PLUG CONCRETE INSTALLATION
BASE PLUG CONCRETE INSTALLATION BASE SLAB REINFORCEMENT WORKS – OVER THE BASE PLUG CONCRETE SLAB
MIDDLE SLAB CONSTRUCTION (OUTLET DN800 PIPE VISIBLE)
TOP WALLS CONSTRUCTION INNER WALL – PRESSURE PIPES NOZZLE’S PENETRATIONS
OUTLET CHAMBER (PRESSURE PIPES AND HDPE DN800 OUTLET PIPE)
TOP WALLS VIEW, DN500 OVERFLOW PIPE VISIBLE
INNER WALL, PRESSURE PIPE NOZZLES OUTLET DN800 PIPE
PS-5 ROOF SLAB REINFORCEMENT ROOF SLAB CONCRETE POURING
TIGHTNESS TESTING AS PER EN1610 OVERFLOW DN500 PIPE
TIGHTNESS TESTING AS PER EN1610, PLUGGING BALLOONS
TIGHTNESS TESTING AS PER EN1610, PLUGGING BALLOONS TIGHTNESS TESTING AS PER EN1610, CALCULATED ADDING WATER (ABSORPTION OF CONCRETE SURFACES)
PRESSURE PIPES, SWING CHECK VALVES INSTALLATION PRESSURE PIPE PLINTH
CONTROL CABINET, SCADA SYSTEM VENTILATION PIPES AND ACCESS HATCHES
2NR SUBMERSIBLE NON-CLOG GRUNDFOS “S2” PUMPS (2X150L/S, H=7.72M, 50HZ)
WATER LEVEL SIGNALING PROBES; 2NR SUBMERSIBLE NON-CLOG GRUNDFOS “SE” PUMPS (2X50L/S, H=7.15M, 50HZ)
OUTLET CHAMBER: PRESSURE PIPES, OUTLET DN800 HDPE PIPE
CONTROL CABINET PUMP / SYSTEM TEST
PUMP / SYSTEM TEST PUMP / SYSTEM TEST
PUMP / SYSTEM TEST PUMP / SYSTEM TEST
Lot A10 “Delivery of equipment for maintenance and proper operation”:
Lot A10 “Delivery of equipment for maintenance and proper operation”: Pick-up vehicle 4WD: NISSAN NAVARA DC 2.5 DCI LE Backhoe Loader: KOMATSU WB97S-5 Pipe Cutting Saw: STIHL TS420 Flat Bed Vehicle: RENAULT MASTER 2.5 DCI 150 Vibratory Rammer: WACKER BS 60-2i Asphalt Cutter: WACKER NEUSON BFS 1350 AL
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