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Florida Water Resources Journal - August 2023

Page 15

Operators: Take the CEU Challenge!

___________________________________ SUBSCRIBER NAME (please print)

Members of the Florida Water and Pollution Control Operators Association (FWPCOA) may earn continuing education units through the CEU Challenge! Answer the questions published on this page, based on the technical articles in this month’s issue. Circle the letter of each correct answer. There is only one correct answer to each question! Answer 80 percent of the questions on any article correctly to earn 0.1 CEU for your license. Retests are available. This month’s editorial theme is Disinfection and Water Quality. Look above each set of questions to see if it is for water operators (DW), distribution system operators (DS), or wastewater operators (WW). Mail the completed page (or a photocopy) to: Florida Environmental Professionals Training, P.O. Box 33119, Palm Beach Gardens, Fla. 33420-3119. Enclose $15 for each set of questions you choose to answer (make checks payable to FWPCOA). You MUST be an FWPCOA member before you can submit your answers!

Article 1 ____________________________________ LICENSE NUMBER for Which CEUs Should Be Awarded

Article 2 ____________________________________ LICENSE NUMBER for Which CEUs Should Be Awarded

Article 3 ____________________________________ LICENSE NUMBER for Which CEUs Should Be Awarded

If paying by credit card, fax to (561) 625-4858 providing the following information: ___________________________________

EARN CEUS BY ANSWERING QUESTIONS FROM PREVIOUS JOURNAL ISSUES!

(Credit Card Number)

Contact FWPCOA at membership@fwpcoa.org or at 561-840-0340. Articles from past issues can be viewed on the Journal website, www.fwrj.com.

___________________________________ (Expiration Date)

Model-Predictive Ammonia Control Saves Energy and Improves Water Quality

Holistic Approach to Optimize Water Quality From Treatment to Tap

Alex Ekster

Brandon Bryant, Tom Stangle, Kathy Traexler, Chad Meisel, and Edward H. Talton Jr.

(Article 1: CEU = 0.1 WW02015421) 1. Optimization and precise control of sludge age reduced polymer usage by more than a. 25 percent. b. 40 percent. c. 5 0 percent. d. 60 percent. 2. After the installation of the automated solids retention time (SRT) control system, the SRT set point was eventually maintained at ______ days. a. eight b. nine c. 10 d. 11 3. The Chico plant is currently staffed a. 16 hours a day. b. by three to four operators. c. seven days a week. d. entirely remotely.

(Article 2: CEU = 0.1 DW/DS02015422)

1. Elemental sulfur particles are undesirable in potable water systems as they can lead to a. corrosion problems. b. red water issues. c. black water issues. d. nitrification. 2. To expedite model simulations, ____________ was used as a surrogate for total trihalomethane (TTHM) and chlorine residual. a. water age b. pH c. p ipe size d. distance from the point of disinfection 3. Which of the following is not listed as a treatment technology to control high total organic carbon? a. Ozonation b. Granular activated carbon c. Volatilization of disinfection byproducts d. Ultraviolet light

4. The application of air to the plant’s aerobic tanks is controlled by a. manually actuated ball valves. b. electrically actuated globe valves. c. electrically actuated butterfly valves. d. Venturis.

4. Optimizing water storage tank levels can benefit system water quality, provided that _______________ allow(s) for such optimization. a. booster pumping capacity b. inlet and discharge pipe size c. valve placement d. 4-log virus inactivation requirements

5. A data verification block within the __________ algorithm automatically alerts operators when either aeration basin sludge inventory or flow mass exhibits significant deviation from normal. a. DO/Nmaster b. SRT Master c. GPS-X d. waste control

5. The model simulations were established to predict water quality meeting which of the following criterion? a. Residual chlorine exceeding 0.2 milligrams (mg) per liter b. Water age not exceeding 12 hours c. TTHM not less than 80 mg per liter d. Haloacetic acid not exceeding 80 mg per liter

Florida Water Resources Journal • August 2023 15


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