Lorem Dehydrator dissipa Sludge Dewatering Machina enim Sewage amet
Societas nostra semper in sui iuris technologiam innovationem sui posuit.Sub cooperatione cum Universitate Tongji, feliciter elaboravimus novam technologiam pituitae defuscationis - cochleae multi-laminae torcularis, cochleae genus pituitae dehydratoris, quae multo magis in aspectibus provectior est quam pressae cinguli, centrifae, laminae et artus colum. urget, etc. Propria lineamenta liberorum, amplis applicationum, energiae humilis consummatio, simplex operatio & sustentatio.
Partes principales:
Pituitae defectus & corpus exstinguendi;Flocculation & Conditioning Tank;Integrate Automatic Control Cabinet;Filtrate Collection Tank
Principium opus:
vi-aquarum concurrentium;Tenuis iacuit inebrians;Moderatus instare;Extensio dewatering iter
Solvit nonnullas quaestiones technicas aliorumque similium pituitae exstinguentis instrumenti inter torcularia cinguli, machinarum machinarum centrifugium, bracteae et artus colum pressae habent, quae crebra LENTUS, depressio pituitae concentratio / oleum pituitae curationis defectus, summa industria consummatio et operatio perplexa etc.
Crasso: Cum scapi cochleae agitatur, circuli circa scapi movens sursum et deorsum relative movetur.Pleraque aqua e zona crasso exprimitur et ad piscinam filtratam propter gravitatem descendit.
Dewatering: densissima pituita a crasso zona continenter tendit versus exundantem zonam.Cum pice cochleae stamina stamina contractiore et angustiore facta, pressio in camera colum superiora et altiora crescit.Praeter pressionem laminae posterioris pressurae generatae, pituitae vehementer premetur et pituitae aridae placentae gignunt.
Purgatio sui: Circuli mobiles continue sursum et deorsum volvitur sub impulsu cochleae cochleae currens, dum hiatus inter annulos fixos et annulos movens purgatur, ne impediat quod frequentius fit pro tradito instrumento inrigante.
Product Feature:
Praecipua ratio praecellens intendit, solidorum pascentium retrahitur: 2000mg/L-50000mg/L
Pars deficiens consistit in zona crasso et zona inebriante.Praeterea speciale artificium pre-contentis annectitur flocculationis interioris lacus.Communicatio solidorum applicabilis coniunctio tam latissima esse potest quam 2000mg/L-50000mg/L.
Exemplar Electio
| Model | Fuit Sludge & Donec praecipitatus Sludge (Tenuis Sludge) | Dissolvit Aeris Flotation Sludge | Mixta Rudis Sludge Aerobic digestum Sludge & Alitur Sludge | ||
| Pituitae concentratio (TS) | 0.2% | 1% | 2% | 5% | 3% |
| HBD 051 | ~0.4 kg-DS/hr (0.2 m³/hr) | ~0.6 kg-DS/hr (0.06 m³/hr) | ~2 kg-DS/hr (0.1 m³/hr) | ~4 kg-DS/hr (0.08 m³/hr) | ~5 kg-DS/hr (0.16 m³/hr) |
| HBD 101 | ~2 kg-DS/hr (1.0 m³/hr) | ~3 kg-DS/hr (0.3 m³/hr) | ~5 kg-DS/hr (0.25 m³/hr) | ~10 kg-DS/hr (0.2 m³/hr) | ~13 kg-DS/hr (0.43 m³/hr) |
| HBD 131 | ~4 kg-DS/hr (2.0 m³/hr) | ~6 kg-DS/hr (0.6 m³/hr) | ~10 kg-DS/hr (0.5 m³/hr) | ~20 kg-DS/hr (0.4 m³/hr) | ~26 kg-DS/hr (0.87 m³/hr) |
| HBD 132 | ~8 kg-DS/hr (4.0 m³/hr) | ~12 kg-DS/hr (1.2 m³/hr) | ~20 kg-DS/hr (1.0 m³/hr) | ~40 kg-DS/hr (0.8 m³/hr) | ~52 kg-DS/hr (1.73 m³/hr) |
| HBD 202 | ~16 kg-DS/hr (8.0 m³/hr) | ~24 kg-DS/hr (2.4 m³/hr) | ~40 kg-DS/hr (2.0 m³/hr) | ~80 kg-DS/hr (1.6 m³/hr) | ~104 kg-DS/hr (3.47 m³/hr) |
| HBD 301 | ~20 kg-DS/hr (10 m³/hr) | ~30 kg-DS/hr (3.0 m³/hr) | ~50 kg-DS/hr (2.5 m³/hr) | ~100 kg-DS/hr (2.0 m³/hr) | ~130 kg-DS/hr (4.33 m³/hr) |
| HBD 302 | ~40 kg-DS/hr (20 m³/hr) | ~60 kg-DS/hr (6.0 m³/hr) | ~100 kg-DS/hr (5.0 m³/hr) | ~200 kg-DS/hr (4.0 m³/hr) | ~260 kg-DS/hr (8.67 m³/hr) |
| HBD 303 | ~60 kg-DS/hr (30 m³/hr) | ~90 kg-DS/hr (9.0 m³/hr) | ~150 kg-DS/hr (7.5 m³/hr) | ~300 kg-DS/hr (6.0 m³/hr) | ~ 390 kg-DS/hr (13 m³/hr) |
| HBD 402 | ~80 kg-DS/hr (40 m³/hr) | ~120 kg-DS/hr (12 m³/hr) | ~200 kg-DS/hr (10 m³/hr) | ~400 kg-DS/hr (8.0 m³/hr) | ~520 kg-DS/hr (17.3 m³/hr) |
| HBD 403 | ~120 kg-DS/hr (60 m³/hr) | ~180 kg-DS/hr (18 m³/hr) | ~300 kg-DS/hr (15 m³/hr) | ~600 kg-DS/hr (12 m³/hr) | ~780 kg-DS/hr (26 m³/hr)
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