18.2 Chemical Feed, Dosage Calculations & the Pounds Formula

Key Takeaways

  • The Pounds Formula (Pounds/day=Flow (MGD)×Dosage (mg/L)×8.34 lbs/gal\text{Pounds/day} = \text{Flow (MGD)} \times \text{Dosage (mg/L)} \times 8.34\text{ lbs/gal}) is the central mathematical relationship governing chemical dosing and mass loading in water and wastewater utilities.

  • One milligram per liter (1 mg/L1\text{ mg/L}) is equivalent to one part per million (1 ppm1\text{ ppm}), which equals 8.34 pounds8.34\text{ pounds} of pure chemical per million gallons of water.

  • When dosing commercial chemicals that are not 100% pure, the required commercial feed rate equals the pure chemical mass requirement divided by the decimal active ingredient fraction (Commercial Feed=Pure Mass/Active Fraction\text{Commercial Feed} = \text{Pure Mass} / \text{Active Fraction}).

  • Liquid chemical calculations require accounting for specific gravity (SG\text{SG}), where liquid solution weight per gallon equals SG×8.34 lbs/gal\text{SG} \times 8.34\text{ lbs/gal}.

  • Chemical pump calibration utilizes drawdown tubes measuring milliliters per minute (mL/min\text{mL/min}), converted to daily liquid volume via the relationship 1 gpd=2.629 mL/min1\text{ gpd} = 2.629\text{ mL/min}.

Last updated: October 2026

9.2 Chemical Feed, Dosage Calculations & the Pounds Formula

Water and wastewater treatment processes rely on precise chemical addition to facilitate coagulation, flocculation, pathogen disinfection, pH stabilization, and fluoridation. Over-dosing chemicals squanders public utility funds, creates hazardous chemical residuals (such as disinfection byproducts), and risks permit violations. Under-dosing fails to achieve pathogen inactivation, destabilize colloidal turbidity, or precipitate phosphorus.

To control these processes accurately, operators rely on the Pounds Formula—the most frequently utilized calculation in environmental utility operations.


The Foundational Pounds Formula

The pounds formula calculates the daily mass of chemical required to achieve a target concentration in a given flow stream, or conversely, calculates the mass of pollutants (such as BOD5 or TSS) entering a treatment facility:

Chemical Feed (lbs/day)=Flow (MGD)×Dosage (mg/L)×8.34 lbs/gal\text{Chemical Feed (lbs/day)} = \text{Flow (MGD)} \times \text{Dosage (mg/L)} \times 8.34\text{ lbs/gal}

Scientific Derivation & Unit Cancellation

To understand why this formula works, examine the definition of concentration. One milligram per liter (1 mg/L1\text{ mg/L}) expresses a mass-to-volume ratio in the metric system. Because 1 liter of water1\text{ liter of water} has a mass of 1,000 grams=1,000,000 milligrams1,000\text{ grams} = 1,000,000\text{ milligrams}, a concentration of 1 mg/L1\text{ mg/L} represents one part per million (1 ppm1\text{ ppm}):

1 mg/L=1 ppm=1 lb chemical1,000,000 lbs of water1\text{ mg/L} = 1\text{ ppm} = \frac{1\text{ lb chemical}}{1,000,000\text{ lbs of water}}

Now consider 1.0 Million Gallons (MG)1.0\text{ Million Gallons (MG)} of water. Since one gallon of water weighs 8.34 lbs8.34\text{ lbs}, one million gallons of water weighs:

1,000,000 gal×8.34 lbs/gal=8,340,000 lbs1,000,000\text{ gal} \times 8.34\text{ lbs/gal} = 8,340,000\text{ lbs}

If we apply a chemical dosage of 1.0 ppm1.0\text{ ppm} (1 lb of chemical per million pounds of water1\text{ lb of chemical per million pounds of water}) to one million gallons of water:

Mass=8,340,000 lbs of water×(1 lb chemical1,000,000 lbs water)=8.34 lbs chemical\text{Mass} = 8,340,000\text{ lbs of water} \times \left( \frac{1\text{ lb chemical}}{1,000,000\text{ lbs water}} \right) = 8.34\text{ lbs chemical}

Therefore, 1 mg/L1\text{ mg/L} applied to 1 MGD1\text{ MGD} always equals exactly 8.34 lbs/day8.34\text{ lbs/day}. Setting up the unit cancellation grid confirms this:

(Million Gallonsday)×(lbs ChemicalMillion lbs Water)×(8.34 lbs WaterGallon Water)×(1,000,000 GallonsMillion Gallons)=lbs Chemicalday\left( \frac{\text{Million Gallons}}{\text{day}} \right) \times \left( \frac{\text{lbs Chemical}}{\text{Million lbs Water}} \right) \times \left( \frac{8.34\text{ lbs Water}}{\text{Gallon Water}} \right) \times \left( \frac{1,000,000\text{ Gallons}}{\text{Million Gallons}} \right) = \frac{\text{lbs Chemical}}{\text{day}}

Formula Rearrangements

Depending on the operational data available, the pounds formula can be rearranged algebraically to solve for dosage or flow:

  • Solving for Dosage (mg/L): Dosage (mg/L)=Chemical Feed (lbs/day)Flow (MGD)×8.34 lbs/gal\text{Dosage (mg/L)} = \frac{\text{Chemical Feed (lbs/day)}}{\text{Flow (MGD)} \times 8.34\text{ lbs/gal}}
  • Solving for Flow (MGD): Flow (MGD)=Chemical Feed (lbs/day)Dosage (mg/L)×8.34 lbs/gal\text{Flow (MGD)} = \frac{\text{Chemical Feed (lbs/day)}}{\text{Dosage (mg/L)} \times 8.34\text{ lbs/gal}}

Adjusting for Chemical Purity and Active Ingredients

The basic pounds formula assumes that the chemical being fed is 100%100\% pure active ingredient (such as pure gaseous chlorine, Cl2\text{Cl}_2). However, most water and wastewater treatment chemicals are supplied as dry mixtures, hydrated crystals, or commercial aqueous solutions containing inert binders, carrier water, or stabilizers.

Because commercial products are less than 100%100\% pure, more commercial product must be fed to supply the required mass of pure chemical:

Commercial Chemical Feed (lbs/day)=Pure Chemical Required (lbs/day)Active Ingredient Fraction (decimal)\text{Commercial Chemical Feed (lbs/day)} = \frac{\text{Pure Chemical Required (lbs/day)}}{\text{Active Ingredient Fraction (decimal)}}

Commercial Chemical Feed (lbs/day)=Flow (MGD)×Dosage (mg/L)×8.34 lbs/galPurity (as a decimal)\text{Commercial Chemical Feed (lbs/day)} = \frac{\text{Flow (MGD)} \times \text{Dosage (mg/L)} \times 8.34\text{ lbs/gal}}{\text{Purity (as a decimal)}}

Common Chemical Strengths & Active Fractions

Chemical NameCommon FormCommercial Strength / PurityDecimal Fraction
Chlorine Gas (Cl2\text{Cl}_2)Liquefied gas under pressure100%100\% pure available chlorine1.001.00
Calcium Hypochlorite [Ca(OCl)2\text{Ca(OCl)}_2]Granular or tablets (HTH)65%65\% available chlorine0.650.65
Sodium Hypochlorite (NaOCl\text{NaOCl})Liquid bleach solution12.5%12.5\% available chlorine by weight0.1250.125
Commercial Liquid AlumLiquid solution∼48.5%\sim 48.5\% dry alum equivalent0.4850.485
Quicklime (CaO\text{CaO})Dry granular / pebble90%90\% to 95%95\% active CaO\text{CaO}0.90 to 0.950.90\text{ to } 0.95
Hydrated Lime [Ca(OH)2\text{Ca(OH)}_2]Dry powder85%85\% to 90%90\% active Ca(OH)2\text{Ca(OH)}_20.85 to 0.900.85\text{ to } 0.90
Hydrofluorosilicic Acid (H2SiF6\text{H}_2\text{SiF}_6)Liquid solution23%23\% to 25%25\% acid (19.2%19.2\% available F−\text{F}^-)0.1920.192

Important

An operator must never multiply by the purity decimal when determining chemical feed. Multiplying would reduce the feed rate, providing less chemical than required. Always divide by the active purity decimal to calculate the larger mass of commercial product required.


Liquid Chemical Feed Calculations & Specific Gravity

Liquid chemicals—such as sodium hypochlorite, liquid alum, ferric chloride, caustic soda (NaOH\text{NaOH}), and aqueous ammonia—are metered volumetrically (gallons per day or milliliters per minute). Calculating liquid chemical dosages requires accounting for Specific Gravity (SG).

Specific Gravity & Solution Weight

Specific gravity is the ratio of the density of a substance to the density of pure water (8.34 lbs/gal8.34\text{ lbs/gal} at 4∘C4^\circ\text{C}):

Weight of Liquid Chemical (lbs/gal)=Specific Gravity×8.34 lbs/gal\text{Weight of Liquid Chemical (lbs/gal)} = \text{Specific Gravity} \times 8.34\text{ lbs/gal}

For example, commercial 12.5%12.5\% sodium hypochlorite typically has a specific gravity of 1.201.20: Weight of NaOCl Solution=1.20×8.34 lbs/gal=10.008 lbs/gal\text{Weight of } \text{NaOCl Solution} = 1.20 \times 8.34\text{ lbs/gal} = 10.008\text{ lbs/gal}

Active Ingredient Weight per Gallon

Once the total weight per gallon is known, multiply by the percent concentration by weight to determine the active chemical content per gallon:

Active Chemical (lbs/gal)=Solution Weight (lbs/gal)×(% Concentration100)\text{Active Chemical (lbs/gal)} = \text{Solution Weight (lbs/gal)} \times \left( \frac{\% \text{ Concentration}}{100} \right) Active Cl2 in 12.5% NaOCl=10.008 lbs/gal×0.125=1.251 lbs active Cl2/gal\text{Active } \text{Cl}_2 \text{ in } 12.5\% \text{ NaOCl} = 10.008\text{ lbs/gal} \times 0.125 = 1.251\text{ lbs active } \text{Cl}_2\text{/gal}

Liquid Feed Rate in Gallons per Day (gpd)

Liquid Feed (gpd)=Pure Chemical Required (lbs/day)Active Chemical per Gallon (lbs/gal)\text{Liquid Feed (gpd)} = \frac{\text{Pure Chemical Required (lbs/day)}}{\text{Active Chemical per Gallon (lbs/gal)}} Liquid Feed (gpd)=Flow (MGD)×Dosage (mg/L)×8.34 lbs/galSpecific Gravity×8.34 lbs/gal×(%/100)\text{Liquid Feed (gpd)} = \frac{\text{Flow (MGD)} \times \text{Dosage (mg/L)} \times 8.34\text{ lbs/gal}}{\text{Specific Gravity} \times 8.34\text{ lbs/gal} \times (\% / 100)}

Notice that the 8.348.34 constant in the numerator and denominator cancel out: Liquid Feed (gpd)=Flow (MGD)×Dosage (mg/L)Specific Gravity×(%/100)\text{Liquid Feed (gpd)} = \frac{\text{Flow (MGD)} \times \text{Dosage (mg/L)}}{\text{Specific Gravity} \times (\% / 100)}


Chemical Pump Calibration: Drawdown Cylinder Testing

Diaphragm and peristaltic chemical metering pumps deliver small flow rates that cannot be verified accurately with plant inline magnetic meters. Operators calibrate metering pumps using a graduated glass or PVC drawdown cylinder mounted on the chemical suction piping.

   ┌──────────────┐
   │ Chemical Day │
   │     Tank     │
   └──────┬───────┘
          │
       [Valve A] ── Normal feed from tank
          │
          ├─── [Valve B] ──► ┌───────────────┐
          │                  │ Drawdown Tube │ (Graduated in mL)
          ▼                  └───────────────┘
     [Metering Pump]
          │
          ▼
     To Injection Point

Drawdown Testing Procedure

  1. Fill the drawdown tube with chemical from the storage tank.
  2. Close the supply valve from the main storage tank (Valve A) while opening the calibration cylinder valve (Valve B).
  3. Start a stopwatch and measure the milliliters (mL\text{mL}) drawn down over a known time (typically 1.0 or 2.0 minutes1.0\text{ or } 2.0\text{ minutes}).
  4. Calculate the pump pumping rate in mL/min\text{mL/min}: Pump Rate (mL/min)=Milliliters Consumed (mL)Time Elapsed (minutes)\text{Pump Rate (mL/min)} = \frac{\text{Milliliters Consumed (mL)}}{\text{Time Elapsed (minutes)}}
  5. Convert mL/min\text{mL/min} to Gallons per Day (gpd): gpd=mL/min×1,440 min/day3,785.4 mL/gal=mL/min2.6288\text{gpd} = \frac{\text{mL/min} \times 1,440\text{ min/day}}{3,785.4\text{ mL/gal}} = \frac{\text{mL/min}}{2.6288} mL/min=gpd×2.6288\text{mL/min} = \text{gpd} \times 2.6288

Solution Dilution and Batching (C1V1=C2V2C_1 V_1 = C_2 V_2)

When preparing chemical solutions in a day tank (e.g., preparing a working polymer solution or diluting concentrated caustic soda), the mass of active chemical before dilution equals the mass of active chemical after dilution:

C1×V1=C2×V2C_1 \times V_1 = C_2 \times V_2

Where:

  • C1=Concentration of stock / source chemicalC_1 = \text{Concentration of stock / source chemical} (%, mg/L, or lbs/gal\%,\text{ mg/L},\text{ or lbs/gal})
  • V1=Volume of stock / source chemical neededV_1 = \text{Volume of stock / source chemical needed}
  • C2=Target concentration of final prepared solutionC_2 = \text{Target concentration of final prepared solution}
  • V2=Total volume of final prepared solutionV_2 = \text{Total volume of final prepared solution}

Rearranging to solve for stock chemical volume:

V1=C2×V2C1V_1 = \frac{C_2 \times V_2}{C_1} Dilution Water Volume=V2−V1\text{Dilution Water Volume} = V_2 - V_1


Dry Chemical Feeder Calibration: The Catch-and-Weigh Method

Volumetric and gravimetric dry chemical feeders (screw feeders, belt feeders, and oscillating hoppers) deliver dry alum, hydrated lime, or soda ash. Calibration requires physically collecting the discharged chemical over a timed interval:

Feed Rate (lbs/min)=Net Weight Collected (lbs)Collection Time (minutes)\text{Feed Rate (lbs/min)} = \frac{\text{Net Weight Collected (lbs)}}{\text{Collection Time (minutes)}} Feed Rate (lbs/hr)=Feed Rate (lbs/min)×60 min/hr\text{Feed Rate (lbs/hr)} = \text{Feed Rate (lbs/min)} \times 60\text{ min/hr} Feed Rate (lbs/day)=Feed Rate (lbs/hr)×24 hr/day\text{Feed Rate (lbs/day)} = \text{Feed Rate (lbs/hr)} \times 24\text{ hr/day}


Step-by-Step Dosing Calculations

Worked Example 1: Disinfection with Calcium Hypochlorite

A remote community water system in eastern Oregon treats an average daily well flow of 350,000 gpd350,000\text{ gpd} (0.35 MGD0.35\text{ MGD}). The target free chlorine residual after a 30-minute contact period is 1.2 mg/L1.2\text{ mg/L}, and water testing indicates a chlorine demand of 0.8 mg/L0.8\text{ mg/L}. The utility uses granular calcium hypochlorite containing 65%65\% available chlorine. Calculate the daily chemical feed rate in pounds per day.

  1. Calculate total chlorine dosage required (Dosage == Demand ++ Residual): Dosage=0.8 mg/L+1.2 mg/L=2.0 mg/L\text{Dosage} = 0.8\text{ mg/L} + 1.2\text{ mg/L} = 2.0\text{ mg/L}
  2. Calculate pure chlorine required using the pounds formula: Pure Cl2 (lbs/day)=0.35 MGD×2.0 mg/L×8.34 lbs/gal=5.838 lbs/day\text{Pure } \text{Cl}_2 \text{ (lbs/day)} = 0.35\text{ MGD} \times 2.0\text{ mg/L} \times 8.34\text{ lbs/gal} = 5.838\text{ lbs/day}
  3. Adjust for 65%65\% product purity: Commercial Feed Rate=5.838 lbs/day0.65=8.98 lbs/day\text{Commercial Feed Rate} = \frac{5.838\text{ lbs/day}}{0.65} = 8.98\text{ lbs/day}

Worked Example 2: Liquid Sodium Hypochlorite Feed & Drawdown Calibration

A municipal wastewater treatment plant discharges 2.8 MGD2.8\text{ MGD} of treated effluent and must maintain a chlorine dosage of 3.5 mg/L3.5\text{ mg/L}. The plant doses 12.5%12.5\% sodium hypochlorite with a specific gravity of 1.201.20. Calculate:

  1. The daily feed rate in gallons per day (gpd).
  2. The drawdown pump calibration rate in milliliters per minute (mL/min).

Step 1: Calculate pure chlorine required: Pure Cl2 (lbs/day)=2.8 MGD×3.5 mg/L×8.34 lbs/gal=81.732 lbs/day\text{Pure } \text{Cl}_2 \text{ (lbs/day)} = 2.8\text{ MGD} \times 3.5\text{ mg/L} \times 8.34\text{ lbs/gal} = 81.732\text{ lbs/day}

Step 2: Determine active chlorine per gallon of bleach: Weight per gallon=1.20×8.34 lbs/gal=10.008 lbs/gal\text{Weight per gallon} = 1.20 \times 8.34\text{ lbs/gal} = 10.008\text{ lbs/gal} Active Cl2 per gallon=10.008 lbs/gal×0.125=1.251 lbs active Cl2/gal\text{Active } \text{Cl}_2 \text{ per gallon} = 10.008\text{ lbs/gal} \times 0.125 = 1.251\text{ lbs active } \text{Cl}_2\text{/gal}

Step 3: Calculate liquid feed rate in gallons per day: Liquid Feed (gpd)=81.732 lbs/day1.251 lbs/gal=65.33 gpd\text{Liquid Feed (gpd)} = \frac{81.732\text{ lbs/day}}{1.251\text{ lbs/gal}} = 65.33\text{ gpd}

Step 4: Convert to drawdown rate in mL/min: Feed Rate (mL/min)=65.33 gal/day×3,785.4 mL/gal1,440 min/day=247,300.21,440=171.74 mL/min\text{Feed Rate (mL/min)} = \frac{65.33\text{ gal/day} \times 3,785.4\text{ mL/gal}}{1,440\text{ min/day}} = \frac{247,300.2}{1,440} = 171.74\text{ mL/min}

Worked Example 3: Fluoridation with Hydrofluorosilicic Acid

A conventional surface water filtration plant treats 4.2 MGD4.2\text{ MGD}. Ambient raw water contains 0.10 mg/L0.10\text{ mg/L} of natural fluoride ion. The plant targets the OHA/CDC recommended optimal fluoride concentration of 0.70 mg/L0.70\text{ mg/L} using commercial hydrofluorosilicic acid (H2SiF6\text{H}_2\text{SiF}_6). The commercial acid solution has a specific gravity of 1.231.23, an acid concentration of 24%24\% by weight, and contains 79.2%79.2\% fluoride ion in the pure acid molecule (19.0%19.0\% net available fluoride ion by weight). Calculate the required chemical feed rate in gallons per day.

  1. Determine required dosage increase: Dose Increase=0.70 mg/L−0.10 mg/L=0.60 mg/L\text{Dose Increase} = 0.70\text{ mg/L} - 0.10\text{ mg/L} = 0.60\text{ mg/L}
  2. Calculate pure fluoride mass required: Pure F− (lbs/day)=4.2 MGD×0.60 mg/L×8.34 lbs/gal=21.017 lbs/day\text{Pure } \text{F}^- \text{ (lbs/day)} = 4.2\text{ MGD} \times 0.60\text{ mg/L} \times 8.34\text{ lbs/gal} = 21.017\text{ lbs/day}
  3. Determine solution weight and net available fluoride per gallon: Solution Weight=1.23×8.34 lbs/gal=10.258 lbs/gal\text{Solution Weight} = 1.23 \times 8.34\text{ lbs/gal} = 10.258\text{ lbs/gal} Available F− per gallon=10.258 lbs/gal×0.190=1.949 lbs F−/gal\text{Available } \text{F}^- \text{ per gallon} = 10.258\text{ lbs/gal} \times 0.190 = 1.949\text{ lbs } \text{F}^-\text{/gal}
  4. Calculate liquid acid feed rate: Liquid Feed (gpd)=21.017 lbs/day1.949 lbs/gal=10.78 gpd\text{Liquid Feed (gpd)} = \frac{21.017\text{ lbs/day}}{1.949\text{ lbs/gal}} = 10.78\text{ gpd}

Practical Operator Scenarios & Exam Pitfalls

  • Multiplying vs. Dividing by Purity: If a problem requires 100 lbs100\text{ lbs} of pure chemical and the product is 65%65\% pure, multiplying 100×0.65=65 lbs100 \times 0.65 = 65\text{ lbs} is an automatic error trap. Feeding 65 lbs65\text{ lbs} provides only 42.25 lbs42.25\text{ lbs} of active ingredient. Always divide: 100/0.65=153.8 lbs100 / 0.65 = 153.8\text{ lbs}.
  • Forgetting Specific Gravity in Liquid Calculations: Water weighs 8.34 lbs/gal8.34\text{ lbs/gal}, but chemical solutions are denser. Failing to multiply by specific gravity underestimates solution weight and causes inaccurate chemical feed settings.
  • Drawdown Calibration Time Errors: If a drawdown test is conducted for 2 minutes2\text{ minutes} and yields 300 mL300\text{ mL}, remember to divide by 22 to obtain 150 mL/min150\text{ mL/min} before calculating daily feed rates.
Test Your Knowledge

A drinking water filtration plant treats 3.8 MGD and targets a post-filtration free chlorine dosage of 2.4 mg/L. The utility feeds granular calcium hypochlorite containing 65% available chlorine by weight. How many pounds per day of commercial calcium hypochlorite product must be fed?

A

49.4 lbs/day

B

117.0 lbs/day

C

98.5 lbs/day

D

76.1 lbs/day

Test Your Knowledge

A wastewater treatment plant uses liquid sodium hypochlorite (12.5% available chlorine by weight, specific gravity 1.20) for final effluent disinfection. The facility requires 150 lbs/day of pure chlorine. If an operator calibrates the metering pump using a drawdown cylinder, what is the required feed rate in milliliters per minute (mL/min)?

A

315.2 mL/min

B

249.8 mL/min

C

378.5 mL/min

D

120.0 mL/min

Test Your Knowledge

An operator must prepare 400 gallons of a 0.5% active polymer working solution in a chemical batch tank using concentrated neat liquid emulsion polymer supplied at 4.0% active strength. How many gallons of concentrated polymer and how many gallons of dilution water are required?

A

50 gallons of polymer and 350 gallons of dilution water

B

40 gallons of polymer and 360 gallons of dilution water

C

25 gallons of polymer and 375 gallons of dilution water

D

80 gallons of polymer and 320 gallons of dilution water

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