Automatic Tank Gauge (ATG) Water Detection Float Performance in Ethanol Blends Anne Marie Gregg Battelle Memorial Institute March 13, 2013

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Automatic Tank Gauge (ATG) Water Detection Float Performance in Ethanol Blends Anne Marie Gregg Battelle Memorial Institute March 13, 2013 1

Presentation Overview Background Environmental Technology Verification (ETV) Quality Assurance Project Plan (QAPP) Tested 4 Water Floats Testing Observations and Results Next Steps 2

UST LD Performance Evaluation Background Petroleum and ethanol have different chemical and physical properties (examples: density, conductivity, refractive index) A need was identified to determine whether water ingress detection technologies are affected by fuel properties Mixing considerations Petroleum and water do not mix, but ethanol is miscible with water If ethanol is a component of the fuel, water will mix with the fuel, compromising the fuel quality. 3

Overview Environmental Technology Verification (ETV) Process Voluntary program that provides decision-makers with credible test data on technology performance without comparison or judgment Advanced Monitoring Systems (AMS) Center, operated by Battelle, works with EPA under a cooperative agreement to test monitoring, detection, sampling, and characterization technologies Third-party verification following a peer reviewed QAPP - verification To establish or prove the truth of the performance of a technology under specific, pre-determined criteria or protocols and a strong quality management system. ETV does not endorse, certify, or approve technologies. http://www.epa.gov/etv/ 4

QAPP Design Performance Parameters (Metrics) Sensitivity Tolerance Limit (TL) Minimum Detectable Level Change (MLC) Precision (Ratio of mean to standard deviation of technology-measured response) Accuracy (Bias) Observational Phase separation 5

QAPP Design Tests Test 1: Water detection of continuous ingress with a splash or without a splash Test 1a: To determine the minimum detection height Test 1b: To determine the smallest detection increment Test 2: Water ingress detection of a quick water dump followed by a fuel dump 6

QAPP Implementation Test Vessel Thank you for your In-kind contributions! BP Tanknology Xerxes Corp Marathon Corp Fiberglass tank shell with glass ends and multiple ports Diameter: 6 ft Length: 4.25 ft 7

QAPP Implementation Water Ingress System Water was dyed blue 2-reservoir gravity distribution system with constant head Fed to test vessel through a rotometer or dump valve Water ingress rates with and without a splash ranged from 152 to 188 ml/min Placement of the delivery tube was either to free fall into the fuel (with splash) or follow the fill tube (without splash) 8

9

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QAPP Implementation Vendor Participation Veeder-Root Standard Water Float and Phase-Two TM Water Detectors Franklin Fueling Systems TSP-IGF4 and TSP-IGF4P Floats 11

QAPP Design Matrix of Test Runs Fuel Type Without Splash Test 1 Runs Fill Height 25% 65% With Without Splash Splash With Splash Test 2 Runs Dump E0 X XX XX X X E15 XX X X XX X E85 X X Not Conducted Not Conducted X Yellow highlighted boxes are examples presented here. 12

Testing Observations E0 Fuel-25% Full-Without Splash 13

Testing Observations E0 Fuel-25% Full-With Splash 2 1.8 Initial Detection Ingress Test Incremental Ingress Test 1.6 Dense Phase Height (inches) 1.4 1.2 1 0.8 0.6 0.4 0.2 Technology A Technology B Technology C Technology D Observed Height 0 14

Testing Observations E15-65% Full-With Splash Dense Phase Height (inches) 4 3.5 3 2.5 2 1.5 1 0.5 0 Initial Detection Ingress Test Incremental Ingress Test Technology A Technology B Technology C Technology D Observed Height 15

Testing Observations E85-25% Full-Without Splash 9:45AM 10:44AM 11:22AM 16

Testing Observations E85-25% Full-With Splash 14 Dense Phase Height (inches) 12 10 8 6 4 2 Technology A Technology B Technology C Technology D 0 17

Testing Observations E0 Dump Test Dense Phase Height (inches) 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 First Water Dump (2 gal) Second Water Dump (2 gal) Fuel Dump Start Fuel Dump Finish Technology C Technology D 0 11:41 11:55 12:10 12:24 12:38 12:53 13:07 13:22 13:36 13:50 18

19

Testing Observations E15 Dump Test Dense Phase Height (inches) 1.6 1.4 1.2 1 0.8 0.6 0.4 0.2 Water Dump 8:22 Fuel Dump Start 8:56 Technology A Technology B Fuel Dump Finish 9:12 0 8:09 8:24 8:38 8:52 9:07 9:21 9:36 20

21

E15-Dump Test 10 minutes after completing the fuel dump 22

Testing Observations E85 Dump Test 45 40 Dense Phase Height (inches) 35 30 25 20 15 10 5 First Water Dump (2 gal) Second Water Dump (2 gal) Third Water Dump (2 gal) Fuel Dump Start 11:20 Fuel Dump Finish 11:34 Technology A Technology B 0 8:52 9:21 9:50 10:19 10:48 11:16 11:45 12:14 12:43 13:12 23

24

E85-Dump Test At the end of the fuel dump 25

Performance Parameter Results Overall Performance Tolerance Limit (inches) Sensitivity Precision Accuracy Minimum Level Change (inches) (mean/sd) Bias (inches) Technology A 0.68 0.06 53-0.17 Technology B 0.51 0.06 12-0.27 Technology C 0.03 0.13 2.0-1.09 Technology D 0.04 0.07 1.8-0.70 The calculated performance parameters were determined using the pooled data from the E0 and E15 water ingress runs only. 26

Overall Conclusions Currently 40 CFR, Section 280.43(a) states water detection technologies should detect water at the bottom of the tank, which does not address water entrained in the fuel due to increased miscibility with the presence of ethanol. The water sensors did not detect water in the test vessel containing either intermediate (E15) or high (E85) ethanol blends if the water was suspended in the product or the water did not reach the bottom of the tank. There is not sufficient data to evaluate whether these technologies, when used with UST systems containing intermediate or high ethanol blends, would indicate a potential release under every circumstance. Reports (per vendor) and verification statements (report summaries per technology) at: http://www.epa.gov/etv/vt-ams.html#ustldt 27

Next Steps: Do UST leak detection technologies work in ethanol-blended fuels? Prepared a DRAFT Technology Assessment paper and are collecting data to incorporate into the assessment To inform decisions of the NWGLDE and government regulators QAPP design in 3 phases - Investigate fuel properties and mixing behaviors, - Investigate applicability of water ingress testing on a laboratory scale, and - Field demonstration of technologies operating under real world conditions with ethanol blend. Soliciting in kind contributions of technologies for laboratory testing and sites for field demonstration 28

Acknowledgments Funding support from EPA Office of Underground Storage Tanks (OUST) and Office of Research and Development (ORD) EPA OUST Andrea Barbery, Tim Smith EPA ETV Program John McKernan National Working Group on Leak Detection Evaluation (NWGLDE) Peer Reviewers Sam Gordji (U of Miss), Randy Jennings (TN Dept of Ag) ATG Vendors Franklin Fueling Systems and Veeder-Root In Kind contributions BP, Tanknology, Marathon Corp, Xerxes Corp 29