Technical data Unteres Pustertal

Dimensioning of the plant:
Capacity:

55.000 inhabitants equivalent,
therefrom 30% popolation
45% from tourism
25% from industry
Loads: 2.000 kg BOD5/d
3.300 COD/d
350 kg Ntot/d
60 kg Ptot/d
Sewage: Daily quantity of sewage: 4.000 m³/d
Dry weather flow: 107 l/s
Wet weather flow: 300 l/s
Quantity of sludge: Row sludge: 182 m³/d
1.400 kg/d dried matter
After primary sludge treatment: 25 m³/d
After sludge dewatering: 4,5 m³/d
Total effective volume: mechanisch-biologische
Reinigung 8.546 m³
Schlammlinie 1.716 m³
Total enclosed area: 25.000 m³

Technical data

Sewerage system

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Catchment area: 333 km²
Lenght: Hauptsammler: 19,73 km
Diameter: 250 mm – 500 mm
Material: PVC, GFK, GG, STZ, SB
Quantity manholes: 336
Quantity measuring stations: 6
Quantity Pump stationes: 5

Technical equipment

Pump station:

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3 screw conveyor, 800 mm,
Tilt angle 33°; Qmax 100 l/s

Screening plant:

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2-line
1 bar-screen, wide 1.300 mm
Bar spacing: 10 mm; Qmax = 1.080 m³/h
by 1 screenings wash presses integrated and bagging decive

grit chamber:

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2-line; each line
Grit chamber: diameter = 5,30 m;
Volume 50 m³; T = 6 min by Qt
Grit washer Qm = 16 l/s

Preliminary clarifier:

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1 line
Diameter D = 18,5 m
Water depht 2,95 m
V = 844 m³…….t = 2,19 h by Qt
sludge scraper

Biological basin:

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2-line, each Line
Aerob basin 1 basin = 440 m³
Anox basin 1 basin (Denitrification) = 440 m³
Aerob 3 basins (Nitrification) = 1.320 m³
6x 132 pieces plate aerator
2x 123 pieces plate aerator
Volume - Aerob basin 880 m³
Volume - Denitrification 880 m³
Volume - Nitrification 2.640 m³
Volume - Total A + VD + VN = 4.400 m³
4 vertical agitator
Recirculation pumps 2x Q = 190 l/s
3 compressors, each: 1.800 Nm³/h, 45 kW

Final clarifier:

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2 basins
Circular basin D = 25,60 m
Water depht 4,00 m; V = 2x 2.043 m³
sludge scraper

Phosphote precipitation:

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Simultaneous precipitation

Quantity of row sludge:

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Row sludge 182 m³/d by 1.500 kg TS/d
and 30 m³/d after primary sludge pretreatment

Pre-thickeners:

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1 piece
Diameter 10 m; Volume = 1x 350 m³
Rabble rakes, sludge water separation

Primary sludge pretreatment:

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screencloth, Conditioning by
Polyetectrolytes Q = 15 m³/h

Secondary sludge pretreatment:

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Disc thickener, Conditioning by
Polyetectrolytes Q = 15 m³/h

Strainpress:

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Strainpress: Q = 10 m³/h

Digestion chambers:

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1 piece
Cylindrical tank D = 12,00 m; H = 11,26 m
Usable volume = 1.056 m³
Digestion time 50 days
Circulation by biogas + pumps

Post thickeners:

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1 piece
Diameter = 10,00 m; Volume = 1x 310 m³
Rabble rakes, sludge water separation

Gasometer:

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Cylindrical enclosure in steel construction
Gas membrane accumulator;
Usable volume 300 m³; H = rd. 8,0 m

Gas flare plant:

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Capacity = 100 m³/h

Gas compressor station:

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2 radial compressors

Sludge dewatering:

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1 screw press, Conditioning by
Polyetectrolytes, Q = 3 – 5 m³/h

Sludge storage:

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loaded by screw conveyor

Ventilation system:

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Chemical area treatment scrubber
From sludge treatment and building:
21.000 m³/h

Heating system plant:

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Heating system plant by 2 boiler plants
each 115 kW thermal capacity for methane gas

Gas engine plant:

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2 pieces each
Ptot = 190 kW; Pel = 60 kW; Pth = 99 kW
for propane and biogas

Deep well – industrial water:

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2 pieces of pumps, each 11 l/s