Polyaluminum chloride — product consumption and dosing flow

Input data

Flow

Average dose

Maximum dose

Dilution ratio

Output data

Average mass consumption

Average volume consumption

Volume of solution to be prepared

Maximum dosing flow

Description

Determine the polyaluminum chloride (PAC) product consumption and dosing flow based on the plant flow rate and the average and maximum doses. The model assumes a commercial PAC with:

  • product mass concentration $C = 16%$;
  • density of the concentrated product $\rho = 1.34\ \mathrm{kg/L}$.

Determine the polyaluminum chloride (PAC) product consumption and dosing flowDetermine the polyaluminum chloride (PAC) product consumption and dosing flow

What is calculated

  1. Average mass consumption of the product $$ \dot m_{\text{avg}}=\frac{Q\cdot d_{\text{avg}}}{C} $$

  2. Average volume consumption of the product $$ \dot V_{\text{avg}}=\frac{\dot m_{\text{avg}}}{\rho\cdot 1000} \qquad(\text{since }1000\ \mathrm{L}=1\ \mathrm{m^3}) $$

  3. Volume of solution to be prepared (at the concentration defined by the dilution ratio) $$ V_{\text{solution}}=\frac{\dot V_{\text{avg}}}{\text{dilution ratio}} $$

  4. Maximum dosing flow (based on the maximum dose) $$ q_{\max}=\frac{\dot V_{\text{max}}}{\text{dilution ratio}} $$

Inputs

Parameter
Standard units
Description
Flow
L/s
Water flow to be treated $Q$.
Average dose
mg/L
Desired average PAC dose in water $d_{\text{avg}}$).
Maximum dose
mg/L
Maximum PAC dose in water $d_{\max}$ (for peak sizing).
Dilution ratio
%
Percentage of dilution of the prepared solution.

Outputs

Parameter
Standard units
Description
Flow
L/s
Water flow passed through the node (echoed as output).
Average mass consumption
kg/d
Average daily consumption of product (commercial PAC).
Average volume consumption
m³/d
Average daily volume of the concentrated product.
Volume of solution to prepare
m³/d
Daily volume of PAC solution to be prepared at the specified dilution.
Maximum dosing flow
L/h
Solution flow (at the adopted dilution) required to meet $d_{\max}$.

References

  • VIANNA, Marcos R. Casas de química para estações de tratamento de água. 2. Ed..Nova Lima: Imprimatur, 2001. 190 p.