Pool Safety Council Laboratory 2734 Land O'Lakes Boulevard Land O'Lakes, Florida Sincerely,

Size: px
Start display at page:

Download "Pool Safety Council Laboratory 2734 Land O'Lakes Boulevard Land O'Lakes, Florida Sincerely,"

Transcription

1 July 9, 2010 Pool Safety Council Laboratory 2734 Land O'Lakes Boulevard Land O'Lakes, Florida RE: SVRS Technology Dear Mr. Pennington, Thank you for inviting me to the Pool Safety Council Laboratory on July 6, 2010 to see first-hand the SVRS technology. Based on my observations (of about eight trials) that were conducted for me, I can see the benefit of SVRS s ability to eliminate/minimize the pressure differential issues that cause limb (for the demonstration, a plastic bat and composite block) entrapment in an intake pipe. The relatively quick response (on the order of 0.5 to 4.0 seconds based on the eight trials I observed of the Vac-Alert SVRS) should prove to be beneficial in preventing prolonged limb entrapment. Your demontrations of SVRS technology were encouraging, and I am hopeful that your pursuit of this technology and continual improvements will help save lives in the future. Sincerely, Steven M. Jachec, Ph.D., P.E. Assistant Professor of Ocean Engineering

2

3

4

5

6

7

8

9

10

11

12 I College of Engineering Department of Marine and Environmental Systems Science Engineering Management September 13, 2010 Pool Safety Council Laboratory 2734 Land O'Lakes Boulevard Land O'Lakes, Florida RE: Evisceration timescale compared to SVRS time Dear Mr. Pennington, Thank you for giving me the opportunity to estimate the timescale for evisceration to occur. Data acquired from the Pool Safety Council (PSC) laboratory helped make this estimation possible. Using published literature and data from various sources (see SATOP #3464 report for details), I estimate the time for evisceration to be 1.86 seconds. Furthermore, based on data from PSC, I can compute the time for SVRS technology to eliminate the vacuum, 1.23 seconds. Utilizing this one set of trial data (50 ft pipe with a diameter of 2 inches of Schedule 40 PVC, 3 HP pump operating 36 inches above the sump producing 70 GPM, with and without SVRS) and computational method discussed in the above report, the SVRS was able to break the vacuum in a shorter amount of time than for evisceration to occur. This is an encouraging result, which suggests SVRS may be suitable technology to minimize or prevent this type of injury from occurring. However, it is still a challenging problem with many physical and anatomical nuances that need to be addressed, better understood, and quantified. I recommend more trials be conducted, the topic be further pursued, and conclusions shared with the pool/spa community. If possible, results should be published in well-respected, peer-reviewed journals to demonstrate the rigor involved in potential experiments and calculations. Sincerely, Steven M. Jachec, Ph.D., P.E. Assistant Professor of Ocean Engineering Florida Institute of Technology High Techwith a Human Touch t50 West University Boulevard, Melbourne, FL (321) Fax: (321) dmes@fit.edu 'f:..~,nvllio S,.- ~ ~~~ ~ :z ~ E"~~S J'YSTl\\\~ Our mission is to integrate oceanography, ocean engineering, environmental science, meteorology and related academic concentrations into interdisciplinary knowiedge-based optimal solutions to vital contemporary issues through education, research and service.

13 Technical Report Summary of: RTA # 3464 Estimating transanal evisceration timescales FINAL REPORT Prepared by: Steven M. Jachec, Ph.D., P.E. Department of Marine and Environmental Systems Florida Institute of Technology 150 W. University Blvd. Melbourne, FL Phone: Fax: sjachec@fit.edu Through: Space Alliance Technology Outreach Program (SATOP) - Florida Technological Research and Development Authority (TRDA) 1050 W. NASA Blvd., Suite 125 Melbourne, FL Phone: x111 Fax: September 2, 2010

14 Abstract Injury and death of children due to transanal eviscertation by sitting on uncovered pool suction drains has been documented. Two factors, pressure and pressure-duration, are responsible for causing the injuries and/or deaths. Survival depends on quick response which leads to minimal intestinal prolapse and/or evisceration. Therefore, a timescale estimate for this process to occur is pursued using a combination of analytical methods, laboratory data, and critical threshold limits. This is a complex and unique process that depends on several anatomical and flow physics factors. The timescale estimate presented here is partitioned into two pieces: a static time estimate is made, which represents the time needed for intestinal avulsion to occur, and a dynamic time, which estimates the time it takes for the intestines to aspire once avulsion has occurred. The sum of the static and dynamic times leads to a total evisceration timescale of 1.86 s. ii

15 Contents 1 Purpose and objectives 1 2 Methodology and results Static assessment Dynamic assessment Synthesis and conclusions 7 iii

16 List of Figures 1 Time-series of pressure from laboratory experiment, which shows the classic signature of a water hammer Closeup of pressure signal at onset of blockage (red star) and critical pressure threshold (black line) Integrated pressure. Black line shows threshold value of pressureduration to induce evisceration Closeup of integrated pressure. The red patch shows the integration build up towards reaching the critical -5.4 psi-s value of pressure duration. The associated time on the time line where this threshold is reached is 5.56 s; the original blockage occurs at 5.12 s. This difference yields 0.44 s iv

17 1 Purpose and objectives Sitting on uncovered pool suction drains can cause rectal prolapse with sigmoid laceration and subsequent small intestine evisceration. Juern et al. (2010). Over the course of several years, injuries and (ultimately) deaths have occurred to children experiencing such traumatic events. Cain et al. (1983); Hultman and Morgan (1994); Juern et al. (2010) provide summaries of published cases. Survival rates vary and those who have survived lead a less than normal quality of life. From the literature, there does seem to be a correlation between survival and length of intestinal prolapse. It seems that the less bowel resection that is needed, the better the chance of survival and a chance at a higher quality of life. Associated with the length of intestinal prolapse is the time exposure over which the pressure difference is applied between the body cavity and the pool suction drain. Therefore, the amount of time it takes for prolapse and complete evisceration to occur is a concern. The purpose of this work is to estimate the time it takes for transanal evisceration to occur based on analytical methods and lab data. 2 Methodology and results The time it takes transanal evisceration to occur due to suction experienced at pool drains is estimated. This is a complex process that involves an individual s anatomy and digestion, suction pressure, length of exposure, and pressure seal. A simplified approach is presented that attempts to model the timescale using a combination of analytical methods, experimental lab data, and existing threshold danger limits. A cornerstone idea towards understanding this process and estimating the time is how much pressure difference the body can withstand and over what duration. It has been determined that danger limits exist in terms of pressure and pressure-duration, which are 2.2 psi and 5.4 psi-s (using animals as test subjects), respectively ( The plan is to partition the evisceration process into two stages, a static one in which the body can with- 1

18 stand pressure differences before avulsion occurs, and a dynamic one in which avulsion has occurred and the intestines are exiting the anus. The sum of the time for the static part (t s ) and the time for the dynamic part (t d ) provides a total time (t) estimate: t = t s + t d. (1) 2.1 Static assessment The lower gastrointestinal system is connected within the body cavity with various ligaments, muscles, and membranes. They vary in strength, but weak points of the bowel are the ligament of Treitz and the ileocecal valve for evisceration cases (Juern et al. 2010). Towards understanding the timescales involved, experimental pressure data subject to complete blockage are collected by the Pool Safety Council. The blockage is meant to choke off the flow and represent what happens when a child sits on a pool suction intake drain. Figure 1 shows pressure (p) results of this experiment using a 3 HP pump flowing at 70 GPM through a 50 ft length of 2 in PVC suction pipe; the black horizontal line represents the critical threshold limit of -2.2 psi (2.2 psi suction pressure). Constant normal (i.e., unblocked) pressure is experienced at the beginning of the experiment of roughly 0.32 psi. At 5.12 s, the constant blockage is created, denoted with a red star in the plot, which generates a sharp decrease in pressure that reaches a maximum suction pressure of psi in 0.76 s. Moreover, it takes about s to reach the critical -2.2 psi threshold; Figure 2 shows a closeup of suction. This sudden and constant blockage causes a positive pressure wave to occur that travels up the pipe at the speed of sound and results in the oscillations observed in this figure. This is known as a water hammer (Crowe et al. 2005). The magnitude of the pressure wave oscillations decrease nonlinearly until viscous effects of the water and inner perimeter pipe friction dampen the pressure signal. At 30 s it has reached a nearly steady-state of (suction) pressure of about psi. In addition to the pressure, the pressure-duration is computed as it is another viewpoint of evisceration. The -2.2 psi is the threshold in which injury begins 2

19 Figure 1: Time-series of pressure from laboratory experiment, which shows the classic signature of a water hammer. to occur, but pressure-duration, the amount of time the lower gastrointestinal system experiences a given pressure, helps guide when evisceration will occur. From it has been determined that -5.4 psi-s (suction pressure duration of 5.4 psi-s) is the critical threshold value. Pressureduration (D) is computed as the time integration of the pressure (p): D = tend t start p dt, (2) where t start is the time associated with the blockage and t end is a time much later in the time-series after the blockage has occurred. Given the pressure data in 3

20 Figure 2: Closeup of pressure signal at onset of blockage (red star) and critical pressure threshold (black line). Figure 1, numerical quadrature can be applied through a trapazoidal rule for integration. Applying this numerical scheme results in a plot of pressure-duration (Figure 3). The plot (and integrations) begins at the time when blockage occurs and extends to the length of the experiment, 30 s. The black line represents the -5.4 psi-s threshold and the pink star on the plot shows this critical value is achieved at 5.56 s, which is seen in Figure 4. The red patch in Figure 4 illustrates the integration up to the -5.4 psi-s threshold, and the associated point on the time line where the threshold is reached is 5.56 s. Since the blockage occurs at 5.12 s, it takes 0.44 s for this critical value to be reached from the blockage onset, or t s = 0.44 s. 4

21 Black line shows threshold value of pressure- Figure 3: Integrated pressure. duration to induce evisceration. 2.2 Dynamic assessment The goal here is compute the dynamic time using a combination of the flow out of the anus and volume to be aspired. The second stage of this process assumes that complete intestinal avulsion has occurred; therefore, no frictional considerations are made. A dynamic time estimate is computed based on an energy equation with an exit loss coefficient (K L ) of 1.0 as p γ = V 2 2g + K V 2 L 2g, (3) 5

22 Figure 4: Closeup of integrated pressure. The red patch shows the integration build up towards reaching the critical -5.4 psi-s value of pressure duration. The associated time on the time line where this threshold is reached is 5.56 s; the original blockage occurs at 5.12 s. This difference yields 0.44 s. which can be re-arrange to solve for the velocity (V ) exiting the anus V = g p γ, (4) where p is the greatest suction (negative) pressure difference of psi (see Figure 1), γ is the specific weight of the fluid (water is chosen) within the bowels that is 0.04 lb in 3, and g is the acceleration due to gravity taken as 386 in s 2. This results in a velocity of 32 ft s 1. Assuming that the anus has a diameter of 6

23 1 in for a 5-6 year old child, leads to a flow (Q) out of the anus of ft 3 s 1. Furthermore, assuming 0.25 ft 3 volume ( ) of bowel and associated anatomy to be aspired for a 5-6 year old child at a flow rate of ft 3 s 1 allows the dynamic time to be estimated using t d = Q, (5) that results in a dynamic time of 1.42 s; t d =1.42 s. This time may be on the short side as it assumes complete avulsion, a constant psi suction pressure, and no frictional effects taken into account. All are likely not the case; all would increase the dynamic time. 3 Synthesis and conclusions Based on the above calculations, the total time estimate for evisceration is summation of the static (t s ) and the dynamic (t d ) times: t = t s + t d = 0.44 s s = 1.86 s. (6) The total time estimate for evisceration to occur is 1.86 s. Evisceration is a complex process and every case is unique. Using the best available data, simplified analytical methods, and existing critical (nonhuman) threshold limits, this estimate has been computed. Better/more data and more sophisticated methods should be pursued, which would refine this estimate. References Cain, W. S., C. G. Howell, M. M. Ziegler, A. J. Finley, M. J. Asch, and J. P. Grant, 1983: Rectosigmoid perforation and intestinal evisceration from transanal suction. Journal of Pediatric Surgery, 18. 7

24 Crowe, C. T., D. F. Elger, and J. A. Roberson, 2005: Engineering Fluid Mechanics. John Wiley & Sons, Inc., eighth edition. Hultman, C. S. and R. Morgan, 1994: Transanal intestinal evisceration following suction from an uncovered swimming pool drain: case report. The Journal of Trauma, 37, Juern, J., D. Schmeling, and B. Feltis, 2010: Transanal wading pool suction-drain injury resulting in complete evisceration of the small intestine: case report and review of literature. Journal of Pediatric Surgery, 45, E1 E3. 8

25 Contact: PSC Media Phone: (877) FOR IMMEDIATE RELEASE NASA Funds Research on Limb Entrapment and Evisceration New research supports pool safety technologies (SVRS) beneficial in preventing limb and evisceration entrapment. WASHINGTON, D.C. August 18, 2010 New research funded by NASA through the Space Alliance Technology Outreach Program (SATOP) verifies the suction forces involved with limb entrapments and that the release of vacuum can free the limb. In a separate report, the estimated number of seconds from start to finish in which eviscerations occur was also discovered. SATOP s Florida center, the Technological Research and Development Authority (TRDA) and the Pool Safety Council (PSC), in conjunction with Florida Institute of Technology conducted a series of tests to confirm these groundbreaking results. In the first of two reports issued by Steven M. Jachec, Ph.D., P.E., of the Florida Institute of Technology, it was determined that the entrapping force on an open pipe is significant due to the suction of the pump, which is amplified when a child s arm becomes entrapped, creating additional friction from the arm itself and the inside of the pipe. In a memo regarding his results, Dr. Jachec confirms that SVRS technology is beneficial in eliminating/minimizing the pressure differential issues that cause a limb to become sucked in and entrapped by an intake pipe. The findings further verify that in the event of limb entrapment, the SVRS devices quick release time (between 0.5 and 4.0 seconds) prevents prolonged limb entrapment. With the release of the vacuum on the pipe, the arm can be freed from both the suction and friction forces. We have long believed that an SVRS would prevent limb entrapments because of reports that show a child s arm is released when a pool pump is shut off said Paul Pennington, Chairman of the Pool Safety Council. This report finally confirms what we ve been saying all along, unfortunately it is too late to save some of these lives, but still soon enough to prevent more injuries and fatalities from happening. In a second report, Dr. Jachec was able to determine the total start to finish time estimate in which an evisceration would occur. According to his report, it is estimated that it takes 1.86 seconds before an evisceration could happen. Pennington added that by finally knowing how long it takes before an evisceration will occur, we can now see that SVRS technology, which is designed to release the vacuum from a pool drain in less than half a second, can mitigate, if not prevent eviscerations all together. According to Pennington, There are five types of entrapment: body, limb, evisceration, hair, and mechanical. In order to comply with pool safety standards, compliant drain covers as well as antientrapment devices must be installed in pools and spas, providing layers of entrapment protection.

26 ASME/ANSI A approved drain covers and back up devices work together to prevent all 5 types of entrapment hazards. SATOP is a cooperative program made up of an alliance of more than 45 private corporations, universities, colleges and NASA centers in Florida, New Mexico, New York, and Texas who assist in providing technological assistance to small businesses and organizations. The Pool Safety Council (PSC) is a Washington, DC-based swimming safety and drowning prevention advocacy group. Members of PSC include Professional Engineers, pool industry professionals, child safety advocates, and concerned parents. The PSC partners with prominent safety groups and testing agencies such as SafeKids USA, Drowning Prevention Foundation, and most recently NASA. The PSC is dedicated to providing information, education, and training to prevent drowning nationwide. It provides comprehensive safety materials and training to pool operators, including guidance on the Pool and Spa Safety Act requirements. For more information please visit

27 Could you tell me a little bit about the Pool Safety Council lab? What are the facilities like? When was it established? What is the objective? The PSC lab is an offshoot of the ASTM atmospheric vent committee. In 2004 extensive ASTM testing was conducted in the Tampa, Florida area. The lab has continued to evolve to accommodate more and more complex tests, and eventually developed the property described below into the PSC lab. We continually add more and more testing capabilities to our lab. The PSC test lab sits on three acres of usable area, consisting of 2,000 square feet of indoor, air conditioned space with a computer data acquisition and monitoring station, pressure and vacuum transducers that are capable of 100 readings per second, flow meters, pressure and vacuum gauges, monometer stations, and temperature monitors and recorders. The test lab also includes a 3,000 square foot area with an outdoor test tank which features interchangeable piping for hydraulic testing, with 25 foot, 50 foot, and 100 foot piping distances from suction outlets to pool equipment. The test facility also features in-ground swimming pool and spa systems for conducting additional real-world testing and training. We have gone to great lengths and expense to ensure we have a state of the art facility for a wide variety of testing scenarios. I understand PSC has been approved for non-profit safety resarch using NASA assets. How does one qualify? NASA funds TDRA (Technological Development and Research Authority), which founded and administers SATOP (Space Alliance Technology Outreach Program). SATOP is a cooperative program made up of an alliance of more than 45 private corporations, universities, colleges, and NASA centers in Florida, New Mexico, New York, and Texas who assist in providing technological assistance to organizations. SATOP assists organizations with technology research and development, and accepted PSC s requests to aid with research regarding limb and evisceration entrapments. SATOP then funded Dr. Steven Jachec, Ph.D., P.E. from Florida Tech to conduct this research. This is a natural relationship because a pool pump suction creates vacuum conditions approaching those found in outer space. They are the leading experts on fluid dynamics, space and space suits, which is related to conditions of entrapment. Using a collaborative relationship with NASA, the PSC lab and many of our Professional Engineer members have been able to do more in depth studies, validating and supporting our conclusions. What was the objective of these particular studies? The objective of these studies was to get closer to understating the factors that play a role in limb and evisceration entrapments. These studies show that vacuum release or vacuum limiting can mitigate or even possibly eliminate limb and evisceration entrapments. What do you believe these results say about the role of safety vacuum release systems and automatic pump shut-offs in protecting against evisceration? In protecting against limb entrapment? The significance of these studies are two-fold. The studies have shown that when a child s arm goes into a 2 pipe, that there is an immediate force. The further the child s arm goes in, the stronger the force becomes, and can actually increase, depending on the size of the child s arm and how far in the pipe it goes. The interesting thing, in which we ll be doing further studies with other organizations (such as National Science Foundation NSF), such as at what point does a vacuum release system relieve the vacuum? This study suggests the theory, which will be researched in greater detail, that a vacuum release system could actually become in a suction limb entrapment scenario a suction limiting system, because the trigger may be sensed by a vacuum release system before there is a seal and a full limb entrapment occurs. We know that when a child s arm is stuck because of suction related

28 forces in a suction pipe, and the power to the pump is shut off or the vacuum is released, the child s arm comes right out of the pipe. Regarding eviscerations, we have learned that there are many variables, such as, has the child recently eaten, the bathing suit, and how the child sits on the suction outlet. We know that in two cases, when the parents turned off the pump to free their child from the suction outlet, there was 8 of intestines pulled out, which is medically repairable, and yet others, the child is completely disemboweled. This study shows that in the most conservative case, this full disembowelment takes approximately 1.86 seconds. A vacuum release or a vacuum limiting system, depending upon pump to sump distance, may relieve the dangerous suction force before full disembowelment occurs. This could be the difference between life and death for the victim. Dr. Jachec did extensive reviews of the American Medical Journals for peer reviewed reports, and had conversations with the medical community that handled past and recent evisceration cases. What other implications would you say these results have? These research results are the seed to start the process for more studies and hopefully more people becoming involved in this new research and analysis. This is important so that we can more thoroughly understand these types of injuries. We hope this will help kick-start new studies and new thinking about the complex issues of limb and evisceration entrapments, so that we ll have a better way to protect bathers from these injuries. This is not the end, but the start of new research. What does Pool Safety Council plan to do with this data? We will use this data to qualify for government funding and further and deeper research. What future testing/studies does Pool Safety Council have planned? See above. PSC has for some time been researching how to properly build dual or split drains and the complex relationship between the open area of a suction outlet cover, the interconnector pipe diameter between two suction outlets, and the importance of port size and sump orientation to minimize elbows and fittings. PSC testing systems are currently capable of measuring 32 different pressure or hydrostatic readings to characterize the fluid dynamics throughout a dual drain system. We will also be doing further testing and research utilizing extensively 3 rd party (i.e. NASA, NSF) organizations to investigate how to prevent entrapments before they happen. This would include proper construction of dual or split drains, gravity systems, hydrostatically balanced atmospheric vent systems, and atmospheric vents in conjunction with skimmers, for both existing and newly constructed pools and spas.

Understanding and Compliance of the Virginia Graeme Baker Pool & Spa Safety Act

Understanding and Compliance of the Virginia Graeme Baker Pool & Spa Safety Act Understanding and Compliance of the Virginia Graeme Baker Pool & Spa Safety Act Sponsored by the U.S. Consumer Product Safety Commission Presented By: Rick English, Certified Building Professional, CPOI

More information

Dan Johnson, CBP Swim, Incorporated Lead Dog Aquatic Consulting

Dan Johnson, CBP Swim, Incorporated Lead Dog Aquatic Consulting Dan Johnson, CBP Swim, Incorporated Lead Dog Aquatic Consulting APSP/ANSI-7 Writing Committee APSP/ANSI/ICC-15 Writing Committee APSP/ANSI/ICC-5 Writing Committee (Chairman) International Swimming Pool

More information

The Virginia Graeme Baker Pool and Spa Safety Act. by and does not necessarily represent the views of the Commission.

The Virginia Graeme Baker Pool and Spa Safety Act. by and does not necessarily represent the views of the Commission. The Virginia Graeme Baker Pool and Spa Safety Act This information was prepared by the CPSC staff; it has not been approved This information was prepared by the CPSC staff; it has not been approved by

More information

Code Compliance Incorporated

Code Compliance Incorporated Telephone Facsimile 352/473-4070 352/473-1080 REPORT REGARDING CURRENT NATIONAL STANDARDS FOR ENTRAPMENT PREVENTION AND INVESTIGATION OF DUAL-DRAIN, STEVEN S VENT, U-TUBE VENT PIPE, AND FLORIDA VENT PIPE

More information

ANTI-ENTRAPMENT PLAN

ANTI-ENTRAPMENT PLAN ANTI-ENTRAPMENT PLAN Anti-Entrapment Plan Presenters: Kevin Jeroncic, Alberta Health Services Wade Goin, Alberta Health Services Kelly Carter, Lifesaving Society Session Objectives Defining Entrapment

More information

New England Municipal Building Officials Preventing Drowning and Suction Entrapment through Code Compliance

New England Municipal Building Officials Preventing Drowning and Suction Entrapment through Code Compliance New England Municipal Building Officials Preventing Drowning and Suction Entrapment through Code Compliance 2009 International Family of Codes Swimming Pools and Spas 2009 International Building Code 2009

More information

TITLE XIV POOL AND SPA SAFETY

TITLE XIV POOL AND SPA SAFETY Virginia Graeme Baker Pool and Spa Safety Act. 15 USC 8001 note. 15 USC 8001. TITLE XIV POOL AND SPA SAFETY SEC. 1401. SHORT TITLE. This title may be cited as the Virginia Graeme Baker Pool and Spa Safety

More information

I. Site Information. Pump Information

I. Site Information. Pump Information California Department of Public Health Compliance Form for Public Pools and Spas Health and Safety Code Sections 116064.1 and 116064.2,> INSTRUCTIONS FOR COMPLETING THE COMPLIANCE FORM Use one form for

More information

BY THOMAS M. WALSKI, BRIAN LUBENOW, AND JEFFREY SPAIDE. When they install a branch from a water distribution main,

BY THOMAS M. WALSKI, BRIAN LUBENOW, AND JEFFREY SPAIDE. When they install a branch from a water distribution main, BY THOMAS M. WALSKI, BRIAN LUBENOW, AND JEFFREY SPAIDE When they install a branch from a water distribution main, water utility managers often debate the benefits of using a tap as opposed to shutting

More information

TITLE XIV POOL AND SPA SAFETY

TITLE XIV POOL AND SPA SAFETY 1 2 4 5 TITLE XIV POOL AND SPA SAFETY SEC. 01. SHORT TITLE. This title may be cited as the Virginia Graeme Baker Pool and Spa Safety Act. SEC. 02. FINDINGS. Congress finds the following: (1) Of injury-related

More information

Cynthia Arias Pollution Control Coordinator

Cynthia Arias Pollution Control Coordinator Cynthia Arias Pollution Control Coordinator cynthia.arias@cityofcarrollton.com 972-466-3059 28 cities surveyed 100% were inspecting public and semi-public pools Based on Texas Department of State Health

More information

Experiment 8: Minor Losses

Experiment 8: Minor Losses Experiment 8: Minor Losses Purpose: To determine the loss factors for flow through a range of pipe fittings including bends, a contraction, an enlargement and a gate-valve. Introduction: Energy losses

More information

APPLYING VARIABLE SPEED PRESSURE LIMITING CONTROL DRIVER FIRE PUMPS. SEC Project No

APPLYING VARIABLE SPEED PRESSURE LIMITING CONTROL DRIVER FIRE PUMPS. SEC Project No APPLYING VARIABLE SPEED PRESSURE LIMITING CONTROL DRIVER FIRE PUMPS SEC Project No. 1803007-000 November 20, 2006 TABLE OF CONTENTS I. ABSTRACT...1 II. INTRODUCTION...1 III. HISTORY...2 IV. VARIABLE SPEED

More information

U.S. CONSUMER PRODUCT SAFETY COMMISSION WASHINGTON, D.C November 23, 2004

U.S. CONSUMER PRODUCT SAFETY COMMISSION WASHINGTON, D.C November 23, 2004 U.S. CONSUMER PRODUCT SAFETY COMMISSION WASHINGTON, D.C. 20207 November 23, 2004 Dear Colleague: Since the release of Guidelines for Entrapment Hazards: Making Pools and Spas Safer (guidelines) in January

More information

Swimming Pool Requirements

Swimming Pool Requirements Swimming Pool Requirements 1. Definitions: Approved Safety Pool Cover. Means a manually or power-operated safety pool cover that meets all of the performance standards of the American Society for Testing

More information

Characterizing Flow Losses Occurring in Air Vents and Ejector Pins in High Pressure Die Castings

Characterizing Flow Losses Occurring in Air Vents and Ejector Pins in High Pressure Die Castings This paper is subject to revision. Statements and opinions advanced in this paper or during presentation are the author s and are his/her responsibility, not the Association s. The paper has been edited

More information

Blast Damage Consideratons for Horizontal Pressure Vessel and Potential for Domino Effects

Blast Damage Consideratons for Horizontal Pressure Vessel and Potential for Domino Effects A publication of CHEMICAL ENGINEERING TRANSACTIONS VOL. 26, 2012 Guest Editors: Valerio Cozzani, Eddy De Rademaeker Copyright 2012, AIDIC Servizi S.r.l., ISBN 978-88-95608-17-4; ISSN 1974-9791 The Italian

More information

Pumping Systems for Landscaping Pumps, Controls and Accessories. Mark Snyder, PE

Pumping Systems for Landscaping Pumps, Controls and Accessories. Mark Snyder, PE October 21, 2010 Pumping Systems for Landscaping Pumps, Controls and Accessories Mark Snyder, PE Pump Station Design Purpose of Pump Stations Pump stations are designed to boost water pressure from a lower

More information

Worked Questions and Answers

Worked Questions and Answers Worked Questions and Answers A Learning Document for prospective Candidates For the Rotary Drilling Well Control Test Programme Copyright, IWCF June 2000 Revision No.1, November 2000 IWCF 2000 page 1 of

More information

GUIDELINE FOR MITIGATING SUCTION HAZARDS IN POOLS

GUIDELINE FOR MITIGATING SUCTION HAZARDS IN POOLS GUIDELINE FOR MITIGATING SUCTION HAZARDS IN POOLS JUNE 2014 HEALTH AUTHORITY RECREATIONAL WATER COUNCIL Mitigating Suction Hazards in Swimming Pools Main-drains and other suction points in swimming pools

More information

LOW PRESSURE EFFUSION OF GASES adapted by Luke Hanley and Mike Trenary

LOW PRESSURE EFFUSION OF GASES adapted by Luke Hanley and Mike Trenary ADH 1/7/014 LOW PRESSURE EFFUSION OF GASES adapted by Luke Hanley and Mike Trenary This experiment will introduce you to the kinetic properties of low-pressure gases. You will make observations on the

More information

Practical Guide. By Steven T. Taylor, P.E., Member ASHRAE

Practical Guide. By Steven T. Taylor, P.E., Member ASHRAE ractical Guide The following article was published in ASHRAE Journal, March 2003. Copyright 2003 American Society of Heating, Refrigerating and Air- Conditioning Engineers, Inc. It is presented for educational

More information

Design Review Agenda

Design Review Agenda Design Review Agenda 1) Introduction, Motivation, and Previous Work a. Previous Work and Accomplishments i. Platform Launches ii. Successful Test Firings 2) More In-Depth Design Overview of the Existing

More information

NOTICE. SDX HIGH FLOW SAFETY DRAIN For Concrete, vinyl & equalizer pools OWNER S MANUAL & INSTALLATION GUIDE

NOTICE. SDX HIGH FLOW SAFETY DRAIN For Concrete, vinyl & equalizer pools OWNER S MANUAL & INSTALLATION GUIDE NSF/ANSI 50 SDX HIGH FLOW SAFETY DRAIN For Concrete, vinyl & equalizer pools OWNER S MANUAL & INSTALLATION GUIDE VGB 2008 COMPLIANT MDX 2 & SDX DRAINS ARE COMPLIANT WITH THE VIRGINIA GRAEME BAKER ACT 2008.

More information

AC : MEASUREMENT OF HYDROGEN IN HELIUM FLOW

AC : MEASUREMENT OF HYDROGEN IN HELIUM FLOW AC 2010-2145: MEASUREMENT OF HYDROGEN IN HELIUM FLOW Randy Buchanan, University of Southern Mississippi Christopher Winstead, University of Southern Mississippi Anton Netchaev, University of Southern Mississippi

More information

Welcome to the PMG Educational Program. Sponsored by:

Welcome to the PMG Educational Program. Sponsored by: Welcome to the PMG Educational Program Sponsored by: www.iccsafe.org/conference #ICCAC18 Today s Presenter Layers of Protection 2018 ISPSC Carvin DiGiovanni Vice President, Technical and Standards Association

More information

MDX² INSTALLATION MANUAL (RETROFIT FIBERGLASS, VINYL & CONCRETE POOLS WITH MDX)

MDX² INSTALLATION MANUAL (RETROFIT FIBERGLASS, VINYL & CONCRETE POOLS WITH MDX) Only for Pools with an existing MDX sump ANTI-ENTRAPMENT DEBRIS DRAIN MDX² INSTALLATION MANUAL (RETROFIT FIBERGLASS, VINYL & CONCRETE POOLS WITH MDX) Safety compliant according to the Virginia Graeme Baker

More information

SWIMMING POOLS/SPAS/HOT TUBS PLAN REVIEW GUIDE SHEET

SWIMMING POOLS/SPAS/HOT TUBS PLAN REVIEW GUIDE SHEET SWIMMING POOLS/SPAS/HOT TUBS PLAN REVIEW GUIDE SHEET Sect. 106-748, City Code of Ordinances: Regulations are applicable to both above and inground swimming pools, spas and hot tubs. POOL PLACEMENT Measurement

More information

Gerald D. Anderson. Education Technical Specialist

Gerald D. Anderson. Education Technical Specialist Gerald D. Anderson Education Technical Specialist The factors which influence selection of equipment for a liquid level control loop interact significantly. Analyses of these factors and their interactions

More information

CIPHI 2017 Annual Education Conference

CIPHI 2017 Annual Education Conference CIPHI 2017 Annual Education Conference Michael Wu, M. Sc., P.Eng. Public Health Engineer, VCH Jessica Ip, BSc(Hons), MBA, CPHI(C) Senior Environmental Health Officer, VCH Pool Suction Hazards Contents

More information

Laboratory studies of water column separation

Laboratory studies of water column separation IOP Conference Series: Materials Science and Engineering OPEN ACCESS Laboratory studies of water column separation To cite this article: R Autrique and E Rodal 2013 IOP Conf. Ser.: Mater. Sci. Eng. 52

More information

Swimming Pools, Hot Tubs and Spas

Swimming Pools, Hot Tubs and Spas OLATHE FIRE DEPARTMENT BUILDING CODES 1225 S. Hamilton Circle Olathe, KS 66061 / Main: (913) 971-7900 / Fax: (913) 971-9812 Swimming Pools, Hot Tubs and Spas Definitions: Swimming Pool- Any structure intended

More information

Chapter 9 System Design Procedures

Chapter 9 System Design Procedures Chapter 9 CHAPTER 9 SYSTEM DESIGN PROCEDURES TABLE OF CONTENTS PART 9.1 GENERAL 9-1 PART 9.2 EXAMPLE 1, LOW PRESSURE GRAVITY SYSTEM 9-1 PART 9.3 EXAMPLE 2, PUMPED AUTOMATIC PRESSURE PIPELINE 9-4 9.3.1

More information

LAKOS Waterworks. PWC Series Sand Separators. Installation & Operation Manual LS-829 (10/12)

LAKOS Waterworks. PWC Series Sand Separators. Installation & Operation Manual LS-829 (10/12) LAKOS Waterworks PWC Series Sand Separators Installation & Operation Manual LS-829 (10/12) Table of Contents Separator Operation... 3 Individual Model Details.... 4 Flow vs. Pressure Loss Chart 4 Installation

More information

LOW PRESSURE EFFUSION OF GASES revised by Igor Bolotin 03/05/12

LOW PRESSURE EFFUSION OF GASES revised by Igor Bolotin 03/05/12 LOW PRESSURE EFFUSION OF GASES revised by Igor Bolotin 03/05/ This experiment will introduce you to the kinetic properties of low-pressure gases. You will make observations on the rates with which selected

More information

Investigation of Thermal Effects of CO 2 on Earth-Atmosphere System

Investigation of Thermal Effects of CO 2 on Earth-Atmosphere System Investigation of Thermal Effects of CO 2 on Earth-Atmosphere System Design Team Michel Beguin, Tim Bevins Dan Jakiela, Frank Kuchinski Design Advisor Prof. Yiannis Levendis Abstract This Capstone Project

More information

TUTORIAL. NPSHA for those who hate that stuffy word. by Jacques Chaurette p. eng. copyright 2006

TUTORIAL. NPSHA for those who hate that stuffy word. by Jacques Chaurette p. eng.  copyright 2006 TUTORIAL NPSHA for those who hate that stuffy word by Jacques Chaurette p. eng. www.lightmypump.com copyright 2006 page.2 NPSHA for those who hate that stuffy word This article follows the same approach

More information

NOTICE WARNING DANGER SDX2 HIGH FLOW SAFETY DRAIN FOR CONCRETE OWNER S MANUAL MAINTENANCE & INSTALLATION GUIDE. VGB 2008 Compliant

NOTICE WARNING DANGER SDX2 HIGH FLOW SAFETY DRAIN FOR CONCRETE OWNER S MANUAL MAINTENANCE & INSTALLATION GUIDE. VGB 2008 Compliant NSF/ANSI 50 VGB 2008 Compliant MADE IN USA SDX2 HIGH FLOW SAFETY DRAIN FOR CONCRETE OWNER S MANUAL MAINTENANCE & INSTALLATION GUIDE SUBMERGED SUCTION OUTLET FOR SINGLE OR MULTIPLE DRAIN USE FOR USE ON

More information

BACK PRESSURE / SUSTAINING

BACK PRESSURE / SUSTAINING In many liquid piping systems, it is vital that line pressure is maintained within relatively narrow limits. This is the function of the 108 Pressure Relief / Back Pressure Series of the OCV control valves.

More information

An experimental study of internal wave generation through evanescent regions

An experimental study of internal wave generation through evanescent regions An experimental study of internal wave generation through evanescent regions Allison Lee, Julie Crockett Department of Mechanical Engineering Brigham Young University Abstract Internal waves are a complex

More information

MEMORANDUM. Investigation of Variability of Bourdon Gauge Sets in the Chemical Engineering Transport Laboratory

MEMORANDUM. Investigation of Variability of Bourdon Gauge Sets in the Chemical Engineering Transport Laboratory 1 MEMORANDUM TO: FROM: Prof. Davis Hubbard Prof. Faith A. Morrison DATE: 22 April 2014 RE: Investigation of Variability of Bourdon Gauge Sets in the Chemical Engineering Transport Laboratory Introduction

More information

CUSTOMER ASSISTANCE GUIDE BUILDING PERMIT APPLICATION SUBMITTAL REQUIREMENTS

CUSTOMER ASSISTANCE GUIDE BUILDING PERMIT APPLICATION SUBMITTAL REQUIREMENTS CUSTOMER ASSISTANCE GUIDE BUILDING PERMIT APPLICATION SUBMITTAL REQUIREMENTS SWIMMING POOLS (IN-GROUND OR ABOVE-GROUND), SPAS AND HOT TUBS (CONTAINS WATER OVER 24 INCHES DEEP) Please read all of the following

More information

THE INNER WORKINGS OF A SIPHON Jacques Chaurette p. eng. January 2003

THE INNER WORKINGS OF A SIPHON Jacques Chaurette p. eng.  January 2003 THE INNER WORKINGS OF A SIPHON Jacques Chaurette p. eng. www.lightmypump.com January 2003 Synopsis The objective of this article is to explain how a siphon works. The difference between low pressure, atmospheric

More information

Water Hammer In Irrigation Systems 1

Water Hammer In Irrigation Systems 1 CIR828 1 G. A. Clark and D. Z. Haman 2 Irrigation system design includes pump sizing and selection, valve sizing and selection, and pipe sizing as well as the proper selection and placement of many other

More information

American Society of Sanitary Engineering PRODUCT (SEAL) LISTING PROGRAM

American Society of Sanitary Engineering PRODUCT (SEAL) LISTING PROGRAM American Society of Sanitary Engineering PRODUCT (SEAL) LISTING PROGRAM ASSE STANDARD #1019 - REVISED: 2011 Wall Hydrant with Backflow Protection and Freeze Resistance MANUFACTURER: CONTACT PERSON: E-MAIL:

More information

Summary of Substantive Changes between the 2003 and the 2014 editions of ANSI/APSP/ICC 1 American National Standard for Public Swimming Pools

Summary of Substantive Changes between the 2003 and the 2014 editions of ANSI/APSP/ICC 1 American National Standard for Public Swimming Pools Summary of Substantive Changes between the 2003 and the 2014 editions of ANSI/APSP/ICC 1 American National Standard for Public Swimming Pools Presented to the IAPMO Standards Review Committee on December

More information

International Journal of Technical Research and Applications e-issn: , Volume 4, Issue 3 (May-June, 2016), PP.

International Journal of Technical Research and Applications e-issn: ,  Volume 4, Issue 3 (May-June, 2016), PP. DESIGN AND ANALYSIS OF FEED CHECK VALVE AS CONTROL VALVE USING CFD SOFTWARE R.Nikhil M.Tech Student Industrial & Production Engineering National Institute of Engineering Mysuru, Karnataka, India -570008

More information

1 Exam Prep NSF/ANSI Tabs and Highlights

1 Exam Prep NSF/ANSI Tabs and Highlights 1 Exam Prep NSF/ANSI 50 2015 Tabs and Highlights These 1 Exam Prep Tabs are based on ANSI/NSF 50-2015, Equipment for Swimming Pools, Spas, Hot Tubs and Other Recreational Water Facilities. Each 1 Exam

More information

Hydrostatic pressure Consider a tank of fluid which contains a very thin plate of (neutrally buoyant) material with area A. This situation is shown in Figure below. If the plate is in equilibrium (it does

More information

MDX-R3 FOR ADJUSTABLE CONCRETE POOLS OWNER S MANUAL AND INSTALLATION GUIDE

MDX-R3 FOR ADJUSTABLE CONCRETE POOLS OWNER S MANUAL AND INSTALLATION GUIDE MDX-R3 FOR ADJUSTABLE CONCRETE POOLS OWNER S MANUAL AND INSTALLATION GUIDE SUBMERGED SUCTION OUTLET FOR MULTIPLE DRAIN USE FOR USE ON FLOOR SEE SPECIAL INSTRUCTIONS FOR CALIFORNIA ON PAGE 7 Safety compliant

More information

Sizing of extraction ventilation system and air leakage calculations for SR99 tunnel fire scenarios

Sizing of extraction ventilation system and air leakage calculations for SR99 tunnel fire scenarios Sizing of extraction ventilation system and air leakage calculations for SR99 tunnel fire scenarios Yunlong (Jason) Liu, PhD, PE HNTB Corporation Sean Cassady, FPE HNTB Corporation Abstract Extraction

More information

Evaluation of Hydropath Clearwell Technology On Carbonate Brine Scaling Using Tube Blocking Method

Evaluation of Hydropath Clearwell Technology On Carbonate Brine Scaling Using Tube Blocking Method Flow Assurance R-4-319 November 24 Evaluation of Hydropath Clearwell Technology On Carbonate Brine Scaling Using Tube Blocking Method Final Report Authors: S. Brown & J. Rohan Work By: J. Rohan Westport

More information

IWCF Equipment Sample Questions (Surface Stack)

IWCF Equipment Sample Questions (Surface Stack) IWCF Equipment Sample Questions (Surface Stack) 1. During a well control operation 4000 psi was shut in below the middle pipe rams. Ram type BOP data: Model: Cameron U type Rated Working Pressure: 15000

More information

The Quarter Pounder A Vehicle to Launch Quarter Pound Payloads to Low Earth Orbit

The Quarter Pounder A Vehicle to Launch Quarter Pound Payloads to Low Earth Orbit The Quarter Pounder A Vehicle to Launch Quarter Pound Payloads to Low Earth Orbit Ed LeBouthillier 1 Contents Introduction... 3 Requirements... 4 Orbital Altitudes... 4 Orbital Velocities... 4 Summary...4

More information

****** * EX * ****** DWN W.W.POWELL CALCULATION OF FLOW LOSSES IN INLET CHK D.PAPA AND DISCHARGE HEADERS ASSOCIATED WITH

****** * EX * ****** DWN W.W.POWELL CALCULATION OF FLOW LOSSES IN INLET CHK D.PAPA AND DISCHARGE HEADERS ASSOCIATED WITH BC ****** * EX * ****** DWN W.W.POWELL 4-17-75 CALCULATION OF FLOW LOSSES IN INLET CHK D.PAPA 4-17-75 AND DISCHARGE HEADERS ASSOCIATED WITH APPR APPR SAFETY RELIEF VALVES SIZE REV APPR A 02.0175.128 L

More information

STATIONARY SPRINKLER IRRIGATION SYSTEM

STATIONARY SPRINKLER IRRIGATION SYSTEM STATIONARY SPRINKLER North Carolina Cooperative Extension Service North Carolina State University STATIONARY SPRINKLER General Guidelines Operating an irrigation system differently than assumed in the

More information

Jennifer Hatfield FSPA Government Relations Consultant J. Hatfield & Associates, PL

Jennifer Hatfield FSPA Government Relations Consultant J. Hatfield & Associates, PL Jennifer Hatfield FSPA Government Relations Consultant J. Hatfield & Associates, PL Topics to cover: Pool & Spa Energy Code Requirements Residential Code Requirements Building (Public) Code Requirements

More information

Application of Computational Fluid Dynamics to Compressor Efficiency Improvement

Application of Computational Fluid Dynamics to Compressor Efficiency Improvement Purdue University Purdue e-pubs International Compressor Engineering Conference School of Mechanical Engineering 1994 Application of Computational Fluid Dynamics to Compressor Efficiency Improvement J.

More information

PUMP CONSULTING & TRAINING LLC Joseph R. Askew 1811 Stonecrest Ct. Lakeland, Fl

PUMP CONSULTING & TRAINING LLC Joseph R. Askew 1811 Stonecrest Ct. Lakeland, Fl PUMP CONSULTING & TRAINING LLC Joseph R. Askew 1811 Stonecrest Ct. Lakeland, Fl. 33813 863-644-3118 E-mail: pmpcnslt@tampabay.rr.com June 10, 2006 Phosphate Conference Clearwater Convention June 2006 Presentation

More information

Safety. April 2018 Supersedes all previous publications 2018 Chevron Phillips Chemical Company LP

Safety. April 2018 Supersedes all previous publications 2018 Chevron Phillips Chemical Company LP Technical Note 802 Leak Testing of Polyethylene Pipe For Municipal and Industrial Applications Part 1 Pre-Test Considerations Leak testing may be used to find leaks in a newly constructed or newly modified

More information

DEVELOPMENT AND TESTING OF AIR EXCHANGE RATE METHODS TO IMPROVE COST EFFECTIVENESS WHILE MAINTAINING ACCURACY

DEVELOPMENT AND TESTING OF AIR EXCHANGE RATE METHODS TO IMPROVE COST EFFECTIVENESS WHILE MAINTAINING ACCURACY DEVELOPMENT AND TESTING OF AIR EXCHANGE RATE METHODS TO IMPROVE COST EFFECTIVENESS WHILE MAINTAINING ACCURACY Prepared by: Joachim Eberharter (Joachim.Eberharter@tetratech.com) and James Elliot (Tetra

More information

APPLICATION FOR A PERMIT TO CONSTRUCT OR ALTER A PUBLIC SWIMMING POOL, SPA POOL, WADING POOL OR FOUNTAIN

APPLICATION FOR A PERMIT TO CONSTRUCT OR ALTER A PUBLIC SWIMMING POOL, SPA POOL, WADING POOL OR FOUNTAIN CLACKAMAS COUNTY COMMUNITY HEALTH DIVISION ENVIRONMENT & HEALTH SERVICES APPLICATION FOR A PERMIT TO CONSTRUCT OR ALTER A PUBLIC SWIMMING POOL, SPA POOL, WADING POOL OR FOUNTAIN APPLICATION IS HEREBY MADE

More information

SINGLE VALVE WITH LOW-FLOW BYPASS

SINGLE VALVE WITH LOW-FLOW BYPASS CONTROL VALVES Pressure Reducing Valve Sizing Guide Sizing pilot operated reducing valves is not a complicated process. It starts with determining requirements and following these guidelines in valve size

More information

Sucker Rod Pumping Workshop Technology in a Mature Industry. September 2017 John C. Patterson Consultant Retired from ConocoPhillips (2015)

Sucker Rod Pumping Workshop Technology in a Mature Industry. September 2017 John C. Patterson Consultant Retired from ConocoPhillips (2015) Sucker Rod Pumping Workshop Technology in a Mature Industry September 2017 John C. Patterson Consultant Retired from ConocoPhillips (2015) It is important to honor the past while looking forward to the

More information

INSTRUCTOR GUIDE REFERENCES: PUMPING APPARATUS DRIVER/OPERATOR HANDBOOK, FIRST EDITION, IFSTA

INSTRUCTOR GUIDE REFERENCES: PUMPING APPARATUS DRIVER/OPERATOR HANDBOOK, FIRST EDITION, IFSTA TOPIC: RELAY PUMPING OPERATIONS LEVEL OF INSTRUCTION: TIME REQUIRED: ONE HOUR INSTRUCTOR GUIDE MATERIALS: APPROPRIATE AUDIO VISUAL SUPPORT REFERENCES: PUMPING APPARATUS DRIVER/OPERATOR HANDBOOK, FIRST

More information

Design, Building and Teaching with a Hydrostatic and Buoyancy Apparatus

Design, Building and Teaching with a Hydrostatic and Buoyancy Apparatus Design, Building and Teaching with a Hydrostatic and Buoyancy Apparatus Mir M. Atiqullah and Norman Russell Southern Polytechnic State University Marietta, GA. ABSTRACT A typical Fluid Mechanics laboratory

More information

Transient Analyses In Relief Systems

Transient Analyses In Relief Systems Transient Analyses In Relief Systems Dirk Deboer, Brady Haneman and Quoc-Khanh Tran Kaiser Engineers Pty Ltd ABSTRACT Analyses of pressure relief systems are concerned with transient process disturbances

More information

PLEA th Conference, Opportunities, Limits & Needs Towards an environmentally responsible architecture Lima, Perú 7-9 November 2012

PLEA th Conference, Opportunities, Limits & Needs Towards an environmentally responsible architecture Lima, Perú 7-9 November 2012 Natural Ventilation using Ventilation shafts Multiple Interconnected Openings in a Ventilation Shaft Reduce the Overall Height of the Shaft While Maintaining the Effectiveness of Natural Ventilation ABHAY

More information

Memorandum. Dr. Wilbert Odem, Dr. Paul Trotta, and Mr. Justin Ramsey. From: Timothy Mahon, Patrick Belsheim, and Ali Alrayyes.

Memorandum. Dr. Wilbert Odem, Dr. Paul Trotta, and Mr. Justin Ramsey. From: Timothy Mahon, Patrick Belsheim, and Ali Alrayyes. Memorandum To: Dr. Wilbert Odem, Dr. Paul Trotta, and Mr. Justin Ramsey From: Timothy Mahon, Patrick Belsheim, and Ali Alrayyes Date: 10/17/2013 Re: Routes Decision Matrix Decision Matrix Methodology The

More information

PUBLIC SPA CHECKLIST. Planning and Building Department City of Mississauga 300 City Centre Drive, 3th Floor Mississauga ON L5B 3C1

PUBLIC SPA CHECKLIST. Planning and Building Department City of Mississauga 300 City Centre Drive, 3th Floor Mississauga ON L5B 3C1 Planning and Building Department City of Mississauga 300 City Centre Drive, 3th Floor Mississauga ON L5B 3C1 PUBLIC SPA CHECKLIST This checklist is prepared for purposes of convenience only. For accurate

More information

VIRGINIA GRAEME BAKER POOL & SPA SAFETY ACT

VIRGINIA GRAEME BAKER POOL & SPA SAFETY ACT VIRGINIA GRAEME BAKER POOL & SPA SAFETY ACT CPSC STAFF S GUIDE TO COMPLYING WITH THE LAW By December 19, 2008, ALL public pool owners/operators must: Install drain covers that meet the ANSI/ASME A112.19.8

More information

BACK PRESSURE / SUSTAINING

BACK PRESSURE / SUSTAINING SPECIFICATIONS DIMENSIONS In many liquid piping systems, it is vital that line pressure is maintained within relatively narrow limits. This is the function of the 108 Pressure Relief / Back Pressure Series

More information

Theory, Application, and Sizing of Air Valves

Theory, Application, and Sizing of Air Valves VM AV/WP White Paper Theory, Application, and Sizing of Air Valves Table of Contents Introduction...................... 2 Three Basic Types of Air Valves....... 2 Air Release Valves................. 3

More information

GWINNETT COUNTY SWIMMING POOL PLAN REVIEW CHECKLIST

GWINNETT COUNTY SWIMMING POOL PLAN REVIEW CHECKLIST GWINNETT COUNTY SWIMMING POOL PLAN REVIEW CHECKLIST Pool Name: Address: Contractor: Phone: Number of Pools Applied for: GENERAL INFORMATION Plan review paid Pool Piping plan stamped by Design Professional.

More information

POOL AND SPA REPLASTERING AND/OR REMODELING REQUIREMENTS

POOL AND SPA REPLASTERING AND/OR REMODELING REQUIREMENTS POOL AND SPA REPLASTERING AND/OR REMODELING REQUIREMENTS Effective January 1, 2017 PLAN SUBMITTAL Any person proposing to renovate, replaster, reconstruct or alter a public pool or its ancillary facilities,

More information

Air Eliminators and Combination Air Eliminators Strainers

Air Eliminators and Combination Air Eliminators Strainers Description Air Eliminators and Combination Air Eliminator Strainers are designed to provide separation, elimination and prevention of air in piping systems for a variety of installations and conditions.

More information

BERMUDA GUNITE SKIMMER FOR SWIMMING POOLS

BERMUDA GUNITE SKIMMER FOR SWIMMING POOLS 1 1 1 BERMUDA GUNITE SKIMMER FOR SWIMMING POOLS INSTALLATION AND USER S GUIDE Rev. G 6-26-12 IMPORTANT SAFETY INSTRUCTIONS READ AND FOLLOW ALL INSTRUCTIONS SAVE THESE INSTRUCTIONS MASTERTEMP Pool and Spa

More information

Sizing Pulsation Dampeners Is Critical to Effectiveness

Sizing Pulsation Dampeners Is Critical to Effectiveness Sizing Pulsation Dampeners Is Critical to Effectiveness Pressure variation is an important consideration when determining the appropriate size pulsation dampener needed for an application. by David McComb,

More information

Wind Flow Validation Summary

Wind Flow Validation Summary IBHS Research Center Validation of Wind Capabilities The Insurance Institute for Business & Home Safety (IBHS) Research Center full-scale test facility provides opportunities to simulate natural wind conditions

More information

Lecture Outline Chapter 15. Physics, 4 th Edition James S. Walker. Copyright 2010 Pearson Education, Inc.

Lecture Outline Chapter 15. Physics, 4 th Edition James S. Walker. Copyright 2010 Pearson Education, Inc. Lecture Outline Chapter 15 Physics, 4 th Edition James S. Walker Chapter 15 Fluids Density Units of Chapter 15 Pressure Static Equilibrium in Fluids: Pressure and Depth Archimedes Principle and Buoyancy

More information

2600T Series Pressure Transmitters Plugged Impulse Line Detection Diagnostic. Pressure Measurement Engineered solutions for all applications

2600T Series Pressure Transmitters Plugged Impulse Line Detection Diagnostic. Pressure Measurement Engineered solutions for all applications Application Description AG/266PILD-EN Rev. C 2600T Series Pressure Transmitters Plugged Impulse Line Detection Diagnostic Pressure Measurement Engineered solutions for all applications Increase plant productivity

More information

Liquid Level Measurement

Liquid Level Measurement Technical Article Liquid Level Measurement A pressure transmitter can be used to determine the liquid level in a tank, well, river or other body of liquid. The pressure at the bottom of a liquid filled

More information

Cover Page for Lab Report Group Portion. Pump Performance

Cover Page for Lab Report Group Portion. Pump Performance Cover Page for Lab Report Group Portion Pump Performance Prepared by Professor J. M. Cimbala, Penn State University Latest revision: 02 March 2012 Name 1: Name 2: Name 3: [Name 4: ] Date: Section number:

More information

OIL AND GAS INDUSTRY

OIL AND GAS INDUSTRY This case study discusses the sizing of a coalescer filter and demonstrates its fouling life cycle analysis using a Flownex model which implements two new pressure loss components: - A rated pressure loss

More information

MEMORIAL UNIVERSITY OF NEWFOUNDLAND Faculty of Engineering and Applied Science FLUID MECHANICS LABORATORY PIPE FRICTION

MEMORIAL UNIVERSITY OF NEWFOUNDLAND Faculty of Engineering and Applied Science FLUID MECHANICS LABORATORY PIPE FRICTION MEMORIAL UNIVERSITY OF NEWFOUNDLAND Faculty of Engineering and Applied Science FLUID MECHANICS LABORATORY PIPE FRICTION Objective To estimate the fluid pressure drops and roughness specifications for copper

More information

EFFECTS ON CUTTER SUCTION DREDGE PRODUCTION WHILE DREDGING SIMULATED DEBRIS IN THE LABORATORY

EFFECTS ON CUTTER SUCTION DREDGE PRODUCTION WHILE DREDGING SIMULATED DEBRIS IN THE LABORATORY EFFECTS ON CUTTER SUCTION DREDGE PRODUCTION WHILE DREDGING SIMULATED DEBRIS IN THE LABORATORY R. Randall 1, M. Warwick 2, J. Henriksen 3, D. Young 4, and A. Manikantan 5 ABSTRACT The cutter suction dredge

More information

ACCU-PULSE Installation and Operation Instructions

ACCU-PULSE Installation and Operation Instructions ACCU-PULSE Installation and Operation Instructions Pump Discharge Installation: Chargeable Models Step 1: Mounting Position Mount ACCU-PULSE as close to the pump discharge as possible to absorb the pulse

More information

PX4 P L A S T I C PX4 PERFORMANCE WIL T-02

PX4 P L A S T I C PX4 PERFORMANCE WIL T-02 PX4 P L A S T I C PX4 PERFORMANCE WIL-10161-T-02 Section 5B Pro-Flo X TM Operating Principal The Pro-Flo X air distribution system with the revolutionary Efficiency Management System (EMS) offers flexibility

More information

Pressure Measurement

Pressure Measurement Pressure Measurement Absolute and Gage Pressure P abs = P gage + P atm where P abs = Absolute pressure P abs = Gage pressure P abs = atmospheric pressure A perfect vacuum is the lowest possible pressure.

More information

Flow transients in multiphase pipelines

Flow transients in multiphase pipelines Flow transients in multiphase pipelines David Wiszniewski School of Mechanical Engineering, University of Western Australia Prof. Ole Jørgen Nydal Multiphase Flow Laboratory, Norwegian University of Science

More information

IWCF Equipment Sample Questions (Combination of Surface and Subsea Stack)

IWCF Equipment Sample Questions (Combination of Surface and Subsea Stack) IWCF Equipment Sample Questions (Combination of Surface and Subsea Stack) 1. Given the volumes below, how much hydraulic fluid will be required to carry out the following operations (no safety margin)?

More information

Irrigation System Winterization and Pressurization Procedures

Irrigation System Winterization and Pressurization Procedures Irrigation System Winterization and Pressurization Procedures Introduction Any time that an irrigation system is filled and pressurized, or when the system is drained and water flushed from the system,

More information

VACUUM TESTING PRECAST CONCRETE MANHOLES

VACUUM TESTING PRECAST CONCRETE MANHOLES 1 OF 5 testing is a quick, safe and practical way to validate manhole system integrity. Manhole sections can be tested at the precast concrete plant prior to delivery or on site prior to backfilling. Here

More information

AIAA Brush Seal Performance Evaluation. P. F. Crudgington Cross Manufacturing Co. Ltd. Devizes, ENGLAND

AIAA Brush Seal Performance Evaluation. P. F. Crudgington Cross Manufacturing Co. Ltd. Devizes, ENGLAND AIAA 98-3172 Brush Seal Performance Evaluation P. F. Crudgington Cross Manufacturing Co. Ltd. Devizes, ENGLAND BRUSH SEAL PERFORMANCE EVALUATION AIAA-98-3172 P. F. Crudgington Cross Manufacturing Co. Ltd

More information

Akasison Flow phenomena of a siphonic roof outlet

Akasison Flow phenomena of a siphonic roof outlet Akasison Flow phenomena of a siphonic roof outlet Ir. Marc Buitenhuis MTD Hydraulic research engineer Akatherm BV, Panningen, The Netherlands 06-01-2011 Abstract So far the investigations on siphonic roof

More information

Understanding Net Positive Suction Head

Understanding Net Positive Suction Head Understanding Net Positive Suction Head Atmospheric Pressure Until the early 17 th century air was largely misunderstood. Evangelista Torricelli, an Italian scientist, was one of the first to discover

More information

Lab 1: Pressure and surface tension. Bubblers, gravity and the mighty paper clip.

Lab 1: Pressure and surface tension. Bubblers, gravity and the mighty paper clip. Lab 1: Pressure and surface tension. Bubblers, gravity and the mighty paper clip. CEE 3310 - Summer 2012 SAFETY The major safety hazard in this laboratory is a shock hazard. Given that you will be working

More information

Theory, Applications and Sizing of Air Valves

Theory, Applications and Sizing of Air Valves Practice + Operations Theory, Applications and Sizing of Air Valves Val-Matic Valve & Mfg. Corp. When air is allowed to accumulate in pressurized pipelines, efficiency is sacrificed and serious damage

More information

(Refer Slide Time: 2:16)

(Refer Slide Time: 2:16) Fluid Machines. Professor Sankar Kumar Som. Department Of Mechanical Engineering. Indian Institute Of Technology Kharagpur. Lecture-23. Diffuser and Cavitation. Good morning and welcome you all to this

More information

Office Use Only Fee Paid

Office Use Only Fee Paid WASHOE COUNTY HEALTH DISTRICT ENVIRONMENTAL HEALTH SERVICES DIVISION 1001 East Ninth Street PO Box 11130 Reno, Nevada 89520 Telephone (775) 328-2434 Fax (775) 328-6176 www.washoecounty.us/health APPLICATION

More information