Колодка ЭРА KX-4. На 4 розетки без зазeмления. Максимальная мощность - 10 А/2200. Для кабеля до 2х1мм2
Колодка электрическая lamella clarifier design calculation pdf downloadl better
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Все характеристики 100 plates each 2m wide x 1
ETIM характеристики lamella clarifier design calculation pdf downloadl better
100 plates each 2m wide x 1.5m long at 55° Total plate area = (100 \times 3 = 300 m²) Projected area = (300 \times \sin(55°) \approx 300 \times 0.819 = 245.7 m²) 2.3. Hydraulic Loading Rate (HLR) or Surface Overflow Rate (SOR) [ HLR = \frac\textFlow rate (m³/h)\textProjected area (m²) ]
| | Basic PDF | Better PDF | |-------------|---------------|----------------| | Units | Fixed (e.g., metric only) | Dual (Imperial/Metric toggle or tables) | | Scenarios | Steady state only | Peak flow & cold water (higher viscosity) | | Graphics | No diagrams | Cutaway with dimension callouts | | Validation | No example | Step-by-step worked example with all formulas | | Criteria | Only area check | HLR, Vs, Re, sludge volume, weir loading |
Introduction: The Gravity of Smarter Separation
Where (\theta) is the inclination angle (typically 50–60° from horizontal).
[ V_s = \fracg (d_p)^2 (\rho_p - \rho_w)18 \mu ]
[ A_proj = \textTotal plate area \times \sin(\theta) ]
100 plates each 2m wide x 1.5m long at 55° Total plate area = (100 \times 3 = 300 m²) Projected area = (300 \times \sin(55°) \approx 300 \times 0.819 = 245.7 m²) 2.3. Hydraulic Loading Rate (HLR) or Surface Overflow Rate (SOR) [ HLR = \frac\textFlow rate (m³/h)\textProjected area (m²) ]
| | Basic PDF | Better PDF | |-------------|---------------|----------------| | Units | Fixed (e.g., metric only) | Dual (Imperial/Metric toggle or tables) | | Scenarios | Steady state only | Peak flow & cold water (higher viscosity) | | Graphics | No diagrams | Cutaway with dimension callouts | | Validation | No example | Step-by-step worked example with all formulas | | Criteria | Only area check | HLR, Vs, Re, sludge volume, weir loading |
Introduction: The Gravity of Smarter Separation
Where (\theta) is the inclination angle (typically 50–60° from horizontal).
[ V_s = \fracg (d_p)^2 (\rho_p - \rho_w)18 \mu ]
[ A_proj = \textTotal plate area \times \sin(\theta) ]