No passwords, No popups, No AI, No cost:
we earn from your affiliate purchases

Home /
T.O.C.
Fun
FAQs
Good
Books
Ref.
Libr.
Adver-
tise
Help
Wanted
Current
Q&A's
Site 🔍
Search
ted_yosem
Sound technical content, curated with aloha by
Ted Mooney, P.E. RET
Pine Beach, NJ
finishing.com -- The Home Page of the Finishing Industry


  pub
  The authoritative public forum
  for Metal Finishing since 1989

-----

Running coefficient of friction between rubber and metal for water submerged elements





Q. My name is Suresh Patel and am a retired yet freelance working civil engineer. I was referred to a failure of sluice gate screw hoist at critical time of its operation during water flooding in a major water pump house in our city. My first observation was grossly under sizing of screw hoist because of lower friction values considered by a manufacturer that did not operate the gates. I would like to rework some calculations and submit my opinion for larger public interest.

I, therefore, would like to know the static and running coefficient of friction between rubber and metallic surfaces, say steel, for water submerged elements like sluice gates in water dams or water pumping stations. Can these water submerged elements be termed as lubricated elements?

Suresh Patel
Product Designer - Indore, Madhya Pradesh, INDIA
June 20, 2009



June 22, 2009

I like your question very much, Suresh. I just don't have any answers myself.

Regards,

Ted Mooney, finishing.com
Ted Mooney, P.E.
Striving to live Aloha
finishing.com - Pine Beach, New Jersey


A. I think that the pressure of the water against the steel to rubber portion of the gate is going to be a function of the size of the gate and how deep it is in the water. If I remember correctly, at 1 foot it is going to have 64 pounds of pressure pushing against the gate and at 10 feet it would have 640 pounds of pressure. That is a very major item of trying to move the gate.
How much the shaft will raise is going to be a function of the diameter, threads per inch, depth of the thread and strength of the rod material
Rather than rubber for a seal, think about using polypropylene sheet. Far less compressible, so far less friction as well as it is a lot smoother to start with.

James Watts
- Navarre, Florida
June 24, 2009


A. THE FRICTION CO-EFFICIENT FOR NORMAL RUBBER IS 1.5 IF IT IS PTFE CLAD IT IS 0.5 THE MAJOR FRICTION IS SLIDING FRICTION THAT IS 50% OF TOTAL THRUST ON GATE . THAT MANUFACTURER MIGHT HAVE NOT CALCULATED PROPERLY

A.M.NAGABHUSHANA
- Hospet, India
July 17, 2011


A. Sluice gates and slide gates in water control do not use rubber on sealing seats. Usually there are bronze seats on sluice gates. There may be a rubber seat on bottom seal but due to pull out forces you would not want to use a rubber type system. Unseating heads require more than seating heads for obvious reasons. Pull out forces require the material used in sealing to remain a constant. Rubber will not work!

Doug Sayre
Water and wastewater - Cincinnati Ohio USA
June 12, 2012




(No "dead threads" here! If this page isn't currently on the Hotline your Q, A, or Comment will restore it)

Q, A, or Comment on THIS thread -or- Start a NEW Thread

Disclaimer: It's not possible to fully diagnose a finishing problem or the hazards of an operation via these pages. All information presented is for general reference and does not represent a professional opinion nor the policy of an author's employer. The internet is largely anonymous & unvetted; some names may be fictitious and some recommendations might be harmful.

If you are seeking a product or service related to metal finishing, please check these Directories:

Finishing
Jobshops
Capital
Equipment
Chemicals &
Consumables
Consult'g,
& Software


About/Contact  -  Privacy Policy  -  ©1995-2024 finishing.com, Pine Beach, New Jersey, USA  -  about "affil links"