Electrocoagulation Costing Method

Costing Method Parameters

The following parameters are constructed for the unit on the FlowsheetCostingBlock (e.g., m.fs.costing.electrocoagulation) when applying the cost_electrocoagulation costing method in the watertap_costing_package:

Description

Symbol

Parameter Name

Default Value

Units

Notes

Reactor capital cost base parameter

\(A_r\)

reactor_capital_cost_base

11500

\(\text{USD}_{2000}\)

Parameters from Table 2.1 for Agitated Reactor in Smith (2005)

Reactor capital cost exponent

\(b_r\)

reactor_capital_cost_exponent

0.45

\(\text{dimensionless}\)

Parameters from Table 2.1 for Agitated Reactor in Smith (2005)

Reactor capital cost material coefficient

\(x_{r,m}\)

reactor_material_coeff

1.0

\(\text{dimensionless}\)

1 for carbon steel; 3.4 for stainless steel; 0.55 for PVC

Reactor capital cost safety factor

\(SF_r\)

reactor_capital_safety_factor

2.5

\(\text{dimensionless}\)

Developed with feedback from industry experts

Power supply capital cost equation slope

\(A_p\)

power_supply_capital_slope

0.51972

\(\text{USD}_{2020}\text{ W}^{-1}\)

DC power supply + transformer + electrical connection base cost; developed from magna-power.com

Flocculator capital cost base parameter

\(A_f\)

floc_capital_cost_base

1075700

\(\text{USD}_{2007}\)

Figure 5.5.22 in McGivney & Kawamura (2008); refit to power equation

Flocculator capital cost equation exponent

\(b_f\)

floc_capital_cost_exponent

-0.95139

\(\text{dimensionless}\)

Figure 5.5.22 in McGivney & Kawamura (2008); refit to power equation

Sludge handling cost

\(c_{sh}\)

sludge_handling_cost

0.0

\(\text{USD}\text{ kg}^{-1}\)

Cost of sludge handling is assumed to be zero by default

Electrode material cost

\(c_{mat}\)

electrode_material_cost

2

\(\text{USD}_{2021}\text{ kg}^{-1}\)

Cost per kg for electrode material; 2.23 for Al; 3.41 for Fe

Electrode material cost safety factor

\(SF_{mat}\)

electrode_material_cost_safety_factor

2.0

\(\text{dimensionless}\)

Developed with feedback from industry experts

Costing Method Variables

The following variables are constructed on the unit block (e.g., m.fs.unit.costing) when applying the cost_electrocoagulation costing method in the watertap_costing_package:

Description

Symbol

Variable Name

Index

Units

Capital cost of reactor

\(C_{r}\)

capital_cost_reactor

None

\(\text{USD}\)

Capital cost of electrodes

\(C_{e}\)

capital_cost_electrodes

None

\(\text{USD}\)

Capital cost of power supply

\(C_{p}\)

capital_cost_power_supply

None

\(\text{USD}\)

Capital cost of floc reactor

\(C_{f}\)

capital_cost_floc_reactor

None

\(\text{USD}\)

Annual cost of sludge management

\(C_{sh}\)

annual_sludge_management

None

\(\text{USD year}^{-1}\)

Capital Cost Calculations

Capital costs for electrocoagulation are the summation of the capital cost of the reactor, electrodes, power supply, and flocculator.

\[C_{total} = C_r + C_e + C_p + C_f\]

The capital cost of the reactor is calculated according to:

\[C_r = \left( A_r V_{r}^{b_r} \right) \left( x_{r,m} \right) \left( SF_r \right)\]

The capital cost of the electrodes is calculated from the mass of the electrodes:

\[C_e = \left( c_{mat} m_{electrode} \right) SF_{mat}\]

The capital cost of the power supply is determined from the power required for the electrocoagulation process:

\[C_p = A_p P_{tot}\]

The flocculator capital cost is a function of the flocculator volume:

\[C_f = A_f V_{floc}^{b_f}\]

Operating Cost Calculations

Operating costs for electrocoagulation are the summation of the electrode replacement, electricity required, and the annual cost of sludge management.

Electricity costs are calculated with the power demand \(P_{tot}\) on an annual basis:

\[C_{elec} = P_{tot} c_{elec}\]

Electrode replacement costs are a function of the dose of coagulant, volumetric flow (on an annual basis), and the cost of the electrode material:

\[C_e = \left( D_c q_{liq} c_{mat} m_{elec} \right) SF_{mat}\]

And the annual cost of sludge management is from the total annual mass flow of all non-water components from the byproduct port on the electrocoagulation unit model:

\[C_{sh} = \left( \sum_{j} M_j \right) c_{sh}\]

Note: due to the uncertainty in the cost of sludge management, this cost is assumed to be zero by default (i.e., \(c_{sh} = 0\)). The user is encouraged to provide their own value for this parameter if they desire to include it in the costing calculations.

References

W. McGivney and S. Kawamura (2008)
Cost Estimating Manual for Water Treatment Facilities
DOI: 10.1002/9780470260036
Power supply cost estimation from magna-power.com
Linear equation fit to SL and MT series cost data
R. Smith (2005)
Chemical Process: Design and Integration, 1st ed.
ISBN: 978-0471486817
A. R. Anuf, K. Ramaraj, V. S. Sivasankarapillai, R. Dhanusuraman, J. P. Maran, G. Rajeshkumar (2022)
Optimization of electrocoagulation process for treatment of rice mill effluent using response surface methodology
DOI: 10.1016/j.jwpe.2022.103074