Case Study
Importance
Modelling
Parameters
Magic Mike
100

This local creek receives treated wastewater discharged from Boulder's Water Resource Recovery Facility.

Boulder Creek

100

These reactors allow reactants to enter and products to leave continuously during operation.

 CSTRs

100

This type of reactor assumes the contents are completely mixed, so the outlet concentration equals the concentration inside the tank.

an ideal CSTR

100

The term for the average time a fluid spends in a reactor, calculated as volume divided by flow rate

Residence time (τ)

100

Mike's full legal name

Micheal Patrick Hannigan

200

Boulder's Water Resource Recovery Facility treats approximately this many million gallons of wastewater per day.

13 million gallons per day (MGD)

200

CSTRs are commonly used in this environmental process to treat contaminated water before it is released.

wastewater treatment

200

This equation is used to calculate the average hydraulic residence time of a CSTR.

Tau=V/Q

200

In an ideal CSTR, the concentration inside the reactor is equal to the concentration at this location, because of complete mixing.

The exit (outlet)

200

Mike's favorite class to advertise

PBL

300

Unlike the two anaerobic digesters, Boulder's post-aerobic digester introduces this substance to support additional biological treatment.

oxygen (O₂)

300

This benefit of continuous stirring helps maintain relatively uniform concentrations throughout an ideal CSTR.

uniform mixing

300

This type of tracer input involves adding a tracer to the reactor all at once at the beginning of an experiment.

pulse input

300

To find the starting concentration (C₀) right after a pulse of tracer is mixed in, divide the mass of tracer added by this quantity

The volume of the reactor

300

The name of one of Mike's sons

Galileo, Calder, Darwin

400

In the Boulder case study, the two anaerobic digesters operating in series had a combined solids retention time of approximately this many days.

46 days

400

 In wastewater treatment, microorganisms break down organic sludge in these reactors, potentially producing methane-rich biogas

anaerobic digesters

400

This distribution describes the fraction of fluid leaving the reactor at different residence times.

exit age distribution, E(t)

400

This distribution describes the normalized rate at which molecules exit the reactor, and for a CSTR it is given by (1/τ)e^(−t/τ)

The exit age distribution, E(t)

400

The year Mike graduated high school

1986

500

In the Boulder case study, the post-aerobic digester reduced total inorganic nitrogen from approximately 1,587 mg-N/L to this effluent concentration.

318 mg-N/L

500

Engineers use tracer experiments and residence-time data to evaluate this aspect of reactor operation and identify possible short-circuiting or inefficient mixing.

reactor performance

500

This modeling approach connects multiple CSTRs together to represent a reactor system and compare its predicted behavior with actual tracer data.

tanks-in-series model

500

This function, equal to 1 − e^(−t/τ) for a CSTR, tells you the fraction of molecules that have a residence time less than t

The cumulative age distribution, F(t)

500

The square footage of Mike's house

3785 ft^2