Florida Water Resources Journal - May 2022

Page 21

Operators: Take the CEU Challenge! 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 Operations and Utilities Management. 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. 334203119. 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!

EARN CEUS BY ANSWERING QUESTIONS FROM PREVIOUS JOURNAL ISSUES!

Kendall Ryan, Ishita Rahman, Bailey Keller, and Jameson Appel (Article 1: CEU = 0.1 WW02015400)

1. A primary consideration in the placement of flow meters throughout the system was a. force main size. b. maintaining consistent linear footage between each meter. c. average gravity sewer depth in each basin. d. t o capture rainfall disparity within the service area. 2. ___________ analysis was performed to calculate the volume of infiltration in each flow meter basin. a. Wet weather b. Hydraulic c. Lift station pump performance d. Statistical 3. The development and utilization of ___________ helped streamline the lift station risk-based assessment. a. mobile apps b. a hydraulic model c. a visual inspection regimen d. a historical maintenance database 4. Which of the following is not specifically listed as a lift station criticality assessment component group? a. Lift station hierarchy b. Proximity to high-impact areas c. Regulatory consequence of failure d. Total served connections

SUBSCRIBER NAME (please print)

Article 1 ____________________________________ LICENSE NUMBER for Which CEUs Should Be Awarded

Article 2 ____________________________________ LICENSE NUMBER for Which CEUs Should Be Awarded

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

The Right Tools for Planning: How Pearland Applied Apps, Data Analytics, and Visualization Tools to Optimize their Collection System

___________________________________

___________________________________ (Expiration Date)

Ice Pigging: Award-Winning, Advanced Pipe Cleaning Technology Paul Teloar

(Article 2: CEU = 0.1 DS/DW/WW02015401) 1. W hat approach is used to avoid disturbing tubercles in unlined cast iron pipe during ice pigging? a. L ow driving flow b. Preliminary cleaning with a soft polyethylene pig c. Th inner ice slurry is used d. T ubercles are physically removed before pigging 2. A n ice slurry filling _____ percent of a pipe’s volume cleans with shear force up to 1,000 times greater than water alone. a. 5 - 10 b. 10 - 20 c. 2 0 - 30 d. 3 0 - 40 3. T o maintain the correct consistency of the ice pig, ___________ is used in most cases as a freezing point depressant. a. e thylene glycol b. c arbon dioxide c. c alcium oxide d. s odium chloride 4. I n which of the following pipe types is the thinnest ice typically used? a. O ld unlined cast iron b. S ound concrete lined c. P lastic d. A sbestos cement 5. Th e measure of ice crystals as a percentage of total volume is known as a. v iscosity. b. slurry gradient. c. i ce fraction. d. f reezing quotient.

5. In mapping the city’s inflow and infiltration (I/I) problem areas, a flow rate of 4 gallons/linear foot/inch of rainfall was considered ______. a. too low to accurately measure. b. low. c. moderate. d. high.

Florida Water Resources Journal • May 2022

21


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