Chemical Dosing System for Wastewater Treatment Plant in Tampa, FL

Engineering Case Study

Case Study Process Control

Case Study 1: Chemical Dosing System for Wastewater Treatment Plant in Tampa, FL

Scenario

A municipal wastewater treatment plant in Tampa, FL, is upgrading its pH neutralization system. A new sodium hydroxide (NaOH) dosing line must be installed to inject 5% w/w aqueous NaOH solution into a 24-inch main effluent pipe. Space constraints limit valve installation to a vertical riser with maximum allowable pressure drop of 0.8 bar to avoid pump head overloading. The piping layout prohibits use of valves larger than 3 inches due to existing flange spacing and structural supports.

Given Data

  • Flow Rate: 42.5 m³/h (design peak dosing rate)
  • Pressure Drop: 0.8 bar
  • Fluid Density: 1050 kg/m³ (5% NaOH at 25°C)
  • Specific Gravity: 1.05
  • Viscosity: 1.4 cP

Calculation

Using the Control Valve Sizing Calculator:

  • Input values are entered directly: flow_rate=42.5, pressure_drop=0.8, fluid_density=1050, specific_gravity=1.05, viscosity=1.4

  • The tool computes Cv using the standard ISA/IEC liquid sizing equation:

    $$ C_v = \frac{Q}{\sqrt{\frac{\Delta P}{SG}}} = \frac{42.5}{\sqrt{\frac{0.8}{1.05}}} \approx \frac{42.5}{0.873} \approx 48.7 $$

    (Note: The calculator applies unit correction factors for m³/h → US gpm and bar → psi internally; final Cv is normalized to standard definition.)

  • With Cv ≈ 48.7, the tool interpolates from standard valve sizing tables (e.g., ANSI B16.34 globe valve flow curves), accounting for Reynolds number correction (Re ≈ 125,000 → turbulent flow, no viscosity derating needed). It recommends a nominal valve size of 2.0 inches, confirmed by checking that 2" globe valves with ported trim achieve Cv = 49–52 at 100% opening.

Result and Decision

A 2-inch ANSI Class 150 stainless steel (ASTM A351 CF8M) globe valve with equal-percentage trim was selected. It fits the spatial envelope, delivers required turndown (10:1), and avoids cavitation (calculated sigma factor = 2.1 > 1.8 threshold). Installation proceeded without piping modifications.

Lesson

Always cross-check calculated valve size against physical installation constraints before final selection — a technically optimal Cv may be unusable if the corresponding valve body cannot be accommodated in the available space or flange configuration.

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