When and how to look at recessed pump stations as an alternative to submersible designs. Issues of safety, maintenance, and workforce capacity all apply.
25 Ways to Screw Up a Lift Station Design - v.20 Brian Gongol
One way to think about engineering is to consider it the organized study (and avoidance) of failure Here are 25 different failures (plus a few bonuses) to avoid on your next lift station project, whether it's a clean-sheet design, a retrofit, or a rehabilitation. Avoiding these mistakes will improve safety, performance, and maintenance-friendliness.
Short power point showing wet well mounted pump station attributes. Smith & Loveless built a trailer with this station on it and we are traveling around the province showing it to many operators and consultants.
One of the newest materials in the construction of water structures in recent years is the rubber material that is widely used in the construction of dams or short dams. In rubber dams, the remarkable flexibility of materials against external factors, compatible with the environment, simplicity of design, short time of building, safety and stability of these structures, such dams than rigid, simplicity and ease of use and ultimately reducing operating costs caused has been used in large and small water projects. Due to the limited information in the field of rubber dams, this article provides the possibility of rubber dams introducing, how to design, building and maintaining.
25 Ways to Screw Up a Lift Station Design - v.20 Brian Gongol
One way to think about engineering is to consider it the organized study (and avoidance) of failure Here are 25 different failures (plus a few bonuses) to avoid on your next lift station project, whether it's a clean-sheet design, a retrofit, or a rehabilitation. Avoiding these mistakes will improve safety, performance, and maintenance-friendliness.
Short power point showing wet well mounted pump station attributes. Smith & Loveless built a trailer with this station on it and we are traveling around the province showing it to many operators and consultants.
One of the newest materials in the construction of water structures in recent years is the rubber material that is widely used in the construction of dams or short dams. In rubber dams, the remarkable flexibility of materials against external factors, compatible with the environment, simplicity of design, short time of building, safety and stability of these structures, such dams than rigid, simplicity and ease of use and ultimately reducing operating costs caused has been used in large and small water projects. Due to the limited information in the field of rubber dams, this article provides the possibility of rubber dams introducing, how to design, building and maintaining.
The right pressure transmitter can enhance production. The key to maximizing the return on oil and gas development projects rests with the maintenance and safety of your—sometimes—aging equipment.
Discussion 41- AL JOHARA In 1994 the European Channel Tun.docxAASTHA76
Discussion 4
1- AL JOHARA
In 1994 the European Channel Tunnel was opened, and it linked the European continent and Britain. It is a 31-mile tunnel carrying freight trains and Eurostar trains between Paris and London and is today considered the fast and modern transport institution. Although the tunnel traces its background to the 19th century, it is considered an achievement of the 20th century (Syon, 2008).
Though the project has been credited to be a success, the size of the channel had intrinsic uncertainties and risks. Tunneling projects are naturally high risk and often end up in high overrun on budget and completion dates due to the underground setting that were not anticipated during the contract (Syon, 2008). The risks present in the Chunnel project were design and construction challenges brought about by the changing geological situations, the third-party issues, the safety of the workers, infrastructure/property damage and environmental risk (Berend, 2016). In Britain there was no space for disposing of spoil and emission of waste became a significant challenge. Though there was a mitigation of disposing spoil in the Coast, some critiques were of the view that it would destroy the environment. The risk of the tunnel collapsing due to earthquakes was a concern to many individuals; however, the tunnels had a design which ensured they were resistant and caution was taken to reduce possibility of damage to equipment installed in them and to make sure entrances couldn’t be blocked by local collapses and landslips (Pireddu, 2017).
Technological risks were experienced in the construction of the tunnel. These include the political and economical viability of the machinery that were required to ensure the project goals were achieved. In the Chunnel tunnel, this risk was mainly assumed by the contractor, Eurotunnel. All the technological risks involved were mitigated by the comprehensive geological research of the strata of where the tunnel was to be constructed (Berend, 2016). Earlier concerns demanded the state of the art equipment which were costly and afterward found unnecessary. The political risks were mitigated by assigning the task to a private investor after the conservative and left-wing reign in Britain (Pireddu, 2017).
The project further experienced credit risk. The risk calculated on the basis of the investor’s creditworthiness. Unlike other mega-projects which are normally funded by the government, the Channel tunnel was private-funded and therefore presented a high risk to the contractors and investors. Most private investors were giving a small fraction of the total approximation cost. The administration for example under credit limitation had to suggest lump-sum contracts, which were impractical for such projects. Litigation and claims at the end of the project were experienced (Berend, 2016).
2- Fahad ALMahmoud
One of the risks that the English tunnel faced is aerodynamic of the tunnel, the designers have found .
25 Ways to Screw Up a Lift Station Design - v.10Brian Gongol
Through the careful study (and avoidance) of failure, engineering can make use of the past to improve on the future. Pump station design is no exception. Join this speedy trip through 25 entirely avoidable screwups to see how things can go wrong -- and learn how to make sure they go right next time.
Structural Waterproofing Design Strategies to BS 8102:2009lmuschialli
This CPD outlines the British Standard requirements for basement waterproofing, explaining what types of waterproofing system are available for protecting buildings internally and externally. BS 8102 recommends using a specialist waterproofing contractor, e.g. a Newton Specialist Basement Contractor to undertake any work as they can offer a full guarantee for their work
25 Ways to Screw Up a Lift Station Design - v2.08Brian Gongol
If engineering is correctly understood as the study and avoidance of mistakes, then here are 25 lessons for anyone involved in engineering a new lift station to learn before the first cubic foot of dirt is ever moved. Some seem pretty obvious (yet they keep on happening) and others are the kinds of mistakes nobody usually notices until it's too late. Take these lessons to heart now and save yourself mountains of trouble down the road.
Aspe nat'l convention let civildsncontmtsys slideshareRandy Holland
Containment (Premise Isolation) backflow systems should be specified by civil engineers rather than plumbing engineers due to sudden flood water flows expertise and irrational risk for indoor placement.
Lift Station Buyer's Guide for Municipal Utilities - v.13Brian Gongol
A guide for decision-makers looking at the complex choices involved in designing a lift station. There are far more forks in the road than conventional thinking would have you believe.
The right pressure transmitter can enhance production. The key to maximizing the return on oil and gas development projects rests with the maintenance and safety of your—sometimes—aging equipment.
Discussion 41- AL JOHARA In 1994 the European Channel Tun.docxAASTHA76
Discussion 4
1- AL JOHARA
In 1994 the European Channel Tunnel was opened, and it linked the European continent and Britain. It is a 31-mile tunnel carrying freight trains and Eurostar trains between Paris and London and is today considered the fast and modern transport institution. Although the tunnel traces its background to the 19th century, it is considered an achievement of the 20th century (Syon, 2008).
Though the project has been credited to be a success, the size of the channel had intrinsic uncertainties and risks. Tunneling projects are naturally high risk and often end up in high overrun on budget and completion dates due to the underground setting that were not anticipated during the contract (Syon, 2008). The risks present in the Chunnel project were design and construction challenges brought about by the changing geological situations, the third-party issues, the safety of the workers, infrastructure/property damage and environmental risk (Berend, 2016). In Britain there was no space for disposing of spoil and emission of waste became a significant challenge. Though there was a mitigation of disposing spoil in the Coast, some critiques were of the view that it would destroy the environment. The risk of the tunnel collapsing due to earthquakes was a concern to many individuals; however, the tunnels had a design which ensured they were resistant and caution was taken to reduce possibility of damage to equipment installed in them and to make sure entrances couldn’t be blocked by local collapses and landslips (Pireddu, 2017).
Technological risks were experienced in the construction of the tunnel. These include the political and economical viability of the machinery that were required to ensure the project goals were achieved. In the Chunnel tunnel, this risk was mainly assumed by the contractor, Eurotunnel. All the technological risks involved were mitigated by the comprehensive geological research of the strata of where the tunnel was to be constructed (Berend, 2016). Earlier concerns demanded the state of the art equipment which were costly and afterward found unnecessary. The political risks were mitigated by assigning the task to a private investor after the conservative and left-wing reign in Britain (Pireddu, 2017).
The project further experienced credit risk. The risk calculated on the basis of the investor’s creditworthiness. Unlike other mega-projects which are normally funded by the government, the Channel tunnel was private-funded and therefore presented a high risk to the contractors and investors. Most private investors were giving a small fraction of the total approximation cost. The administration for example under credit limitation had to suggest lump-sum contracts, which were impractical for such projects. Litigation and claims at the end of the project were experienced (Berend, 2016).
2- Fahad ALMahmoud
One of the risks that the English tunnel faced is aerodynamic of the tunnel, the designers have found .
25 Ways to Screw Up a Lift Station Design - v.10Brian Gongol
Through the careful study (and avoidance) of failure, engineering can make use of the past to improve on the future. Pump station design is no exception. Join this speedy trip through 25 entirely avoidable screwups to see how things can go wrong -- and learn how to make sure they go right next time.
Structural Waterproofing Design Strategies to BS 8102:2009lmuschialli
This CPD outlines the British Standard requirements for basement waterproofing, explaining what types of waterproofing system are available for protecting buildings internally and externally. BS 8102 recommends using a specialist waterproofing contractor, e.g. a Newton Specialist Basement Contractor to undertake any work as they can offer a full guarantee for their work
25 Ways to Screw Up a Lift Station Design - v2.08Brian Gongol
If engineering is correctly understood as the study and avoidance of mistakes, then here are 25 lessons for anyone involved in engineering a new lift station to learn before the first cubic foot of dirt is ever moved. Some seem pretty obvious (yet they keep on happening) and others are the kinds of mistakes nobody usually notices until it's too late. Take these lessons to heart now and save yourself mountains of trouble down the road.
Aspe nat'l convention let civildsncontmtsys slideshareRandy Holland
Containment (Premise Isolation) backflow systems should be specified by civil engineers rather than plumbing engineers due to sudden flood water flows expertise and irrational risk for indoor placement.
Lift Station Buyer's Guide for Municipal Utilities - v.13Brian Gongol
A guide for decision-makers looking at the complex choices involved in designing a lift station. There are far more forks in the road than conventional thinking would have you believe.
Small wastewater plants and lagoon systems needing to meet tougher effluent-quality standards may find themselves in need of additional aeration that their existing facilities are poorly-equipped to supply. A technological solution that takes up almost no space, requires little to no earth work, and can be easily operated and maintained is available.
The nexus between energy policy and water policy hasn't gotten the amount of attention it deserves, and that's something the water sector needs to change
How to Communicate with Boards and CouncilsBrian Gongol
It's not enough to know your stuff (though you should), and it's not enough to be nice (though that's a good practice, too). Community and civic leaders on city councils and governing boards need utility leaders to be good communicators. Here's what they want from you, in their own words.
Getting Your CLAWS into Pump MaintenanceBrian Gongol
Maintenance takes on all kinds of styles and approaches, but anything we can do to make the process more intuitive and easy to hack, the better. In this presentation, we describe a simple mnemonic device -- CLAWS -- to help pump operators ensure they're checking the biggest culprits for trouble before they reach a state of failure.
An introduction to shoreside Venturi-type aeration for wastewater lagoons and tanks, including considerations contrasting the Venturi approach with conventional aeration methods
Dealing with Mother Nature's Attitude Problem - v.19Brian Gongol
Whether you're sold on anthropogenic climate change or not, there's no getting around the fact that Mother Nature has been showing off some of the worst of her bad attitude lately. What are you supposed to do about it if you're a water utility professional? Fortunately, you're not alone, and there are resources you can (and should!) be using right now to help.
Media relations for the water industry - v.20Brian Gongol
Water issues shouldn't only make the news when something terrible happens. This is a crash course in how to ensure that the public is well-informed about water and wastewater issues, with perspective and advice from a media veteran with more than 25 years of insider experience. Pitfalls to avoid, best practices to put to work, and ideas for putting an extraordinary light on your ordinary work.
Breaking the conveyor-belt myth - v.09Brian Gongol
Until water is valued in its own right, we should not expect the public to change its perceptions about how they can treat (and abuse) it. Changing those perceptions
How a Venturi-based pumped-aeration approach located on dry land can make simple lagoons more effective for wastewater treatment, with a minimum of equipment and dirt work required.
Schoolkids now, customers later - v.14Brian Gongol
How water and wastewater utilities can reach out to schoolchildren as part of their efforts to develop the next generation of the workforce, make better future customers, and communicate responsible stewardship to their parents.
The maintenance you don't have to touch - v.07Brian Gongol
Water and wastewater utilities (and their affiliates) need to start addressing cybersecurity issues as an integral part of their ongoing maintenance plans. Time is running out to think otherwise.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
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Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
1. When is it Time for Recess?
Brian Gongol
DJ Gongol & Associates, Inc.
June 9, 2022
Iowa Water Environment Association Annual Conference
Davenport, Iowa
2. Scenario 1:
Raw lift
Aging vertical
lineshaft pumps
Cramped wetwell
Backup power
needed
Water level 26'
below grade
5. OSHA's top ten citations in FY2020
#10: Machinery and machine guarding
#9: Eye and face protection
#8: Fall protection training requirements
#7: Powered industrial trucks
#6: Control of hazardous energy (lockout/tagout)
#5: Ladders
#4: Scaffolding
#3: Respiratory protection
#2: Hazard communication
#1: Fall protection
6. Spot the hazards in these ordinary pump stations
#10: Machinery and
machine guarding
#9: Eye and face
protection
#8: Fall protection
training requirements
#7: Powered
industrial trucks
#6: Control of
hazardous energy
(lockout/tagout)
#5: Ladders
#4: Scaffolding
#3: Respiratory
protection
#2: Hazard
communication
#1: Fall protection
10. Confined spaces
"Confined space" means a space that:
(1) Is large enough and so configured that an employee
can bodily enter and perform assigned work; and
(2) Has limited or restricted means for entry or exit (for
example, tanks, vessels, silos, storage bins, hoppers,
vaults, and pits are spaces that may have limited means
of entry); and
(3) Is not designed for continuous employee occupancy.
11. OSHA confined-space flow chart
"Can the hazards be
eliminated?"
"Can the space be
maintained in a condition
safe to enter by
continuous forced air
ventilation only?"
14. Great news!
Physics will spot us about
25' of elevation!
32.8' of atmospheric pressure
(at 1000' elevation)
- 1' of vapor pressure
- 2' of safety factor
...leaving 29.8' for TDSL
and pump NPSHr
15. Recess is good for bridging marginal cases
Just because it's a suction-lift pump doesn't mean it has
to lift all the way to the surface
Close counts in more than
horseshoes & hand grenades!
16. Back to Scenario 1
26' of lift to the
surface doesn't have
to be a deal-breaker
We can recover a
couple of feet by
recessing the station
without burying it
17. Results:
New pumps installed with old pumps still in service
Recovered all wetwell volume except for the thickness
of the suction pipes
Integrated engine-driven backup installed with the
station package
Pumps handle 25' of the lift, excavation handles the rest
Unrestricted entry via a door and a couple of stairs
18. Suction-lift pumps have two natural limits
Limit #1: Net NPSHa
(atmospheric pressure minus
vapor pressure, safety factor, and
TDSL)
Limit #2: Reprime lift
Recessed stations help overcome
both limits while capturing safety
and operational advantages
19. Discharge heads used to be a practical limit
But no longer:
Can now exceed
300' of TDH with
multistage
suction-lift pumps
20. Scenario 2:
Dry pit/wet pit
configuration
30' to grade level
Chronic I&I issues
Need to increase
storage capacity
36. Have to be comfortable with harm reduction
"[T]he choice must always be made,
if not of the lesser evil,
at least of the greater,
not the perfect, good"
- Federalist Paper 41
39. Scenario 5:
Existing "canned" lift
station
Main lift station before
WWTP
More capacity needed
Limited space available
Can't afford any
downtime
Need to hot-swap to
brand-new station
43. Being at or near the surface means:
Less lifting
Less climbing
Less slip-and-fall risk
Lower flooding risk
More fresh air
More distance between hazards and the operator
More light
More shelter from inclement weather
More access to tools
More options for adaptive technologies
44. Scenario 6:
Deep pit
High costs to excavate
(due to rocks or high
water table)
Need to make use of
every cubic foot of
storage
47. Counting the human side of pumping
① Hydraulic efficiency
Efficiency declines if
clearance
adjustments aren't
made
Submerged pumps
are rarely
maintained for
clearances
48. Counting the human side of pumping
②The growth of clogs
Users put worse solids in
Appliances dilute with less water
More clogs result
49. Counting the human side of pumping
③The cost of unclogging
A "non-clog pump"
is unicorn talk
Failing to plan is
planning to fail
50. Counting the human side of pumping
④Work days lost to weather
Human beings do better work when the space is clean,
safe, dry, and warm
51. Counting the human side of pumping
⑤The value of an operator's life
Threat #1: Impatient (or over-eager) operators
Threat #2: Inexperienced workers
Threat #3: Aging
52. Counting the human side of pumping
⑤ The value of an operator's life
People make snap decisions to do the unsafe thing "just this once" or "just for a sec"
Safety must be intrinsic by design
53. Counting the human side of pumping
① Hydraulic efficiency
Clearances have to be adjusted for hydraulic efficiency to pay off
② The growth of clogs
Users put worse solids in and dilute with less water
③ The cost of unclogging
A "non-clog pump" is unicorn talk
④ Work days lost to weather
Human beings do better work when the space is clean, safe, dry, and
warm
⑤ The value of an operator's life
Bad choices by impatient operators have to be designed away
54. So, when is it time for recess?
Any time you can't quite do the job
from the surface, but where being
25' closer to the surface
(the height of a streetlight)
is safer than being 25' deeper
in a hole
55. Questions?
Thank you for your time
and attention!
This presentation will be
available at
gongol.net/presentations
Brian Gongol
DJ Gongol & Associates
brian@gongol.net
515-223-4144
@djgongol on LinkedIn,
Facebook, and Twitter
56. Credits
OSHA definition of confined spaces:
https://www.osha.gov/laws-regs/regulations/standardnumber/1910/1910.146
OSHA confined-space flow chart:
https://www.osha.gov/laws-regs/regulations/standardnumber/
1910/1910.146AppA
Pump station graphics adapted from originals furnished by The Gorman-Rupp Co.
Submersible pump cutaway courtesy of The Gorman-Rupp Co.
Submerged control panel photo taken from Nebraska Department of
Environmental Quality report on flooding at Loomis, Nebraska
No permanent URL available, but report can be found through
http://dee.ne.gov/NDEQProg.nsf/OnWeb/PRS
Photos are the original work of the author