Dosing Pump capacity

 

Design Philosophy

(Source: CPHEEO Manual on Water Supply and Treatment, 2013)

The selection of dosing pumps for coagulant chemicals — Aluminum sulphate (alum), poly-Aluminum chloride (PAC), and associated alkali supplements (lime/caustic) — is an integral part of the water treatment plant mechanical design. The CPHEEO Manual on Water Supply recommends that dosing systems be designed for the maximum anticipated chemical dose with adequate safety margins, and that at least one working and one standby pump be provided for each chemical (1W + 1S configuration) to ensure continuity of treatment.

 

Coagulant Dosing Rate Calculation

The daily chemical requirement is computed from the design flow and the design dose:

Daily chemical required (kg/day) = Design flow (m³/day) × Dose (mg/L) / 1000

The volume of chemical solution to be pumped per hour, at the working solution strength, is:

Dosing rate (LPH) = [Daily chemical required (kg/day)] / [Solution strength (w/v) × Pumping hours/day × 1000]

 

Solution Strength

Alum and PAC solutions are typically prepared at a working strength of 5–10% w/v (50–100 g/L) as recommended by the CPHEEO Manual, to ensure flowability and prevent crystallization in the dosing lines. The default value used in this calculator is 10% w/v (100 g/L) for alum/PAC. For lime, a lower solution strength of 5% w/v (50 g/L) is adopted due to its lower solubility.

 

Safety Margin and Pump Sizing

A 10% margin is applied to the calculated dosing rate to arrive at the rated pump capacity, in accordance with good engineering practice. The selected pump shall be capable of delivering this rated capacity at the operating discharge pressure, which is typically 1.5 to 3.0 bar depending on the flash mixer or point-of-injection conditions.

 

Reference for Dose Selection

The optimum alum or PAC dose for a given raw water quality is determined from jar test results as recommended by the CPHEEO Manual. In the absence of jar test data, the CPHEEO Manual suggests a typical alum dose range of 10–50 mg/L for surface water sources in India, depending on turbidity and color. The Amirtharajah and Mills (1982) coagulation diagram — referenced in Water Quality Engineering by Mark Benjamin — may also be used to select the initial dose for preliminary design.

 

Calculator

 

(Note – all Yellow are user defined value, all white are fixed values, all green are calculated value, all orange is calculated not to be shown)

Instructions

Enter values highlighted in the Yellow

Green highlights are the results

In case of any invalid result of non-functioning of the calculator, please write to us at design@swaenviro.com. We will try and help you with your sizing and calculation

INPUT

 

Parameter Values Units Remarks
Input Parameters
Capacity MLD
Alum Dosage mg/l
Lime/Caustic Dosage mg/l
Pumping Hours hours
Flowrate 987 cum/hr
Chemical dosing calculations
Dosing rate — PAC/Alum
Design flow 904.17 cum/hr
PAC/ Alum dosage typical mg/l Consider alum destabilization diagram, Amirtharajah and Mills (1982); Ref Water quality engineering by Mark Benjamin
Total alum/PAC prequired per day 651.00 kg/day
Solution strength typical w/v
PAC/ Alum dosage per hour 6510.00 cum/day
PAC/Alum dosing 295.91 LPH @1 kg/cm2 (1W+1S)
Margin 10% 325.50 LPH
Provide 325.5 LPH @ 1.5 bar pressure 1W + 1S dosing pump OR Constant head tank for dosing PAC/Alum to flash mixer
Dosing rate — Lime/Caustic
Design flow 904.17 cum/hr
Lime Caustic dosage typical mg/l
Total prequired per day 108.50 kg/day
Solution strength typical 0.05 w/v
Dosage per hour 2170.00 cum/day
Dosing 98.64 LPH @1 kg/cm2 (1W+1S)
Margin 10% 108.50 LPH
Provide 108.5 LPH @ 1.5 bar pressure 1W + 1S dosing pump OR Constant head tank for dosing PAC/Alum to flash mixer

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