Screening unit consists of a block made in sheets of PP-HD thermowelded with continuous wire of the same material, complete panel grilling PP with spacing of 20mm and internal septa to determine the various compartments of separation and reinforcement structure, adapted to ensure walkability class A15, tubes and profiles made of similar material (PP HD). Said units are accompanied by inspection manhole and withdrawal floating materials, sand and aggregates and inlet and outlet holes suitably dimensioned and equipped with suitable gaskets rubber lip.
SCREENING | ||||||||||||
MODEL | SQUARE SURFACE (mq) hdt=1,5' * |
MAX FLOW (lt/s) * |
SQUARE SURFACE (mq) hdt=3' ** |
MAX FLOW (lt/s) ** |
TOTAL VOLUME (lt) |
DIMENSIONS | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
H (cm) |
W (cm) |
L (cm) |
Hi (cm) |
Hu (cm) |
øin (mm) |
øout (mm) |
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GR8 | 800 | 15 | 400 | 7,5 | 2250 | 150 | 50 | 300 | 135 | 130 | 110 | 110 |
GR13 | 1300 | 25 | 650 | 12,5 | 3000 | 200 | 50 | 300 | 180 | 175 | 160 | 160 |
GR25 | 2500 | 50 | 1250 | 25 | 6000 | 200 | 100 | 300 | 180 | 175 | 160 | 160 |
GR35 | 3500 | 70 | 1750 | 35 | 8000 | 200 | 100 | 400 | 180 | 175 | 200 | 200 |
GR50 | 5000 | 95 | 2500 | 47,5 | 12000 | 200 | 150 | 400 | 180 | 175 | 200 | 200 |
GR70 | 7000 | 135 | 3500 | 67,5 | 16000 | 200 | 200 | 400 | 175 | 170 | 250 | 250 |
GR100 | 10000 | 195 | 5000 | 97,5 | 24000 | 200 | 200 | 600 | 175 | 170 | 250 | 250 |
GR130 | 13000 | 250 | 6500 | 125 | 32000 | 200 | 200 | 800 | 175 | 170 | 315 | 315 |
GR160 | 16000 | 310 | 8000 | 155 | 40000 | 200 | 200 | 1000 | 175 | 170 | 315 | 315 |
GR190 | 19000 | 370 | 9500 | 185 | 48000 | 200 | 200 | 1200 | 170 | 165 | 400 | 400 |
GR230 | 23000 | 445 | 11500 | 222,5 | 58000 | 200 | 240 | 1200 | 170 | 165 | 400 | 400 |
GR280 | 28000 | 545 | 14000 | 272,5 | 69000 | 240 | 240 | 1200 | 205 | 200 | 500 | 500 |
GR320 | 32000 | 620 | 16000 | 310 | 78000 | 240 | 240 | 1360 | 205 | 200 | 500 | 500 |
**Hydraulic detention time on the maximum capacity of 3 minutes recommended for discharge on the ground *Hydraulic detention time on the maximum capacity of 1.5 minutes recommended for discharge into surface waters The surface of the square is calculated by taking the maximum height of rain equal to 70mm/hx sq.m. |