Title: Fluid Mechanics
Description: anything not solid
raymie_v - June 26, 2008 09:07 AM (GMT)
Let's start a this thread naman about fluids. Anybody who wants to define what a fluid is? :rolleyes:
sphinx - June 26, 2008 09:14 AM (GMT)
A fluid is defined as a substance that continually deforms (flows) under an applied shear stress regardless of how small the applied stress. All liquids and all gases are fluids. Fluids are a subset of the phases of matter and include liquids, gases, plasmas and, to some extent, plastic solids
:panilag: :panilag: :panilag:
raymie_v - June 26, 2008 09:21 AM (GMT)
| QUOTE (sphinx @ Jun 26 2008, 05:14 PM) |
A fluid is defined as a substance that continually deforms (flows) under an applied shear stress regardless of how small the applied stress. All liquids and all gases are fluids. Fluids are a subset of the phases of matter and include liquids, gases, plasmas and, to some extent, plastic solids
:panilag: :panilag: :panilag: |
Nice. So we continue. Ano ang difference naman sang liquid vs gas even though they are both fluids?
sphinx - June 26, 2008 09:39 AM (GMT)
One of the difference between gases and liquids is that molecules in the liquid state interact with each other through intermolecular forces. These forces hold liquid molecules together. When molecules are in the gas state, they don't interact much. This is why liquids keep their volume but gases do not. Gas molecules aren't held together strongly, so they can spread out, filling as much space as they can.
:panilag: :panilag: :panilag:
raymie_v - June 26, 2008 09:45 AM (GMT)
Perfect! Let me simplify. Liquids are non-compressible. Gasses are compressible. And the best way to compress a gas... is to turn it to liquid! :D :D :D
Bwas naman kay manugpuli na ko. Let's discuss liquids first. Hydraulics. Let's discuss gasses later on. Pneumatics. :P
Rostan - June 28, 2008 12:48 PM (GMT)
| QUOTE (raymie_v @ Jun 26 2008, 05:45 PM) |
Perfect! Let me simplify. Liquids are non-compressible. Gasses are compressible. And the best way to compress a gas... is to turn it to liquid! :D :D :D
Bwas naman kay manugpuli na ko. Let's discuss liquids first. Hydraulics. Let's discuss gasses later on. Pneumatics. :P |
:panilag: :panilag: :panilag:
pnuematics?...piping design of compresed gases?... :naughty: :D
raymie_v - June 30, 2008 12:28 PM (GMT)
| QUOTE (Rostan @ Jun 28 2008, 08:48 PM) |
| QUOTE (raymie_v @ Jun 26 2008, 05:45 PM) | Perfect! Let me simplify. Liquids are non-compressible. Gasses are compressible. And the best way to compress a gas... is to turn it to liquid! :D :D :D
Bwas naman kay manugpuli na ko. Let's discuss liquids first. Hydraulics. Let's discuss gasses later on. Pneumatics. :P |
:panilag: :panilag: :panilag:
pnuematics?...piping design of compresed gases?... :naughty: :D
|
pwede! Ti, unahon ta pneumatics?
Rostan - June 30, 2008 09:50 PM (GMT)
| QUOTE (raymie_v @ Jun 30 2008, 08:28 PM) |
| QUOTE (Rostan @ Jun 28 2008, 08:48 PM) | | QUOTE (raymie_v @ Jun 26 2008, 05:45 PM) | Perfect! Let me simplify. Liquids are non-compressible. Gasses are compressible. And the best way to compress a gas... is to turn it to liquid! :D :D :D
Bwas naman kay manugpuli na ko. Let's discuss liquids first. Hydraulics. Let's discuss gasses later on. Pneumatics. :P |
:panilag: :panilag: :panilag:
pnuematics?...piping design of compresed gases?... :naughty: :D
|
pwede! Ti, unahon ta pneumatics?
|
ok ah... total damu pa ko ginakuti... maasa lang ko mga tugda anay ...... :D
raymie_v - July 4, 2008 06:04 AM (GMT)
Duman ko gusto mo gid, ikaw bala mong. Balik ta sa hydraulics anay para maintindihan ang physics. Mas hapos ang liquid kay makita. Mas budlay and gas kay invisible. First discussion is pressure. Let us imagine a glass of water. May pressure nga ma-build up sa walls and bottom sang glass. What causes this? ;)
Rostan - July 4, 2008 09:35 PM (GMT)
presure due to hiehgt of the liquid.... ang formla is....
P = rho * G * h
Rho = desity of liquid
G = gravity
h = height
pressure varies as the height changes...as the height of the liquid increases, the pressure also increases.....
but
kung oen air ang istoryahan, reverse ini sya.... as the height increases, the pressure of air decreases.... :thumb:
raymie_v - July 5, 2008 08:44 AM (GMT)
Why is this so? What is the cause?
Rostan - July 7, 2008 04:22 AM (GMT)
.... as the height gies hogher, the density of air theoritically goes thinner..... but for the purpose of computation we had used 0.075 lb/cubic ft...... what causes this?... dali lang.. maminsar ko anay.. :naughty: :naughty: :naughty: :naughty:
Rostan - July 9, 2008 07:14 AM (GMT)
nong raymie..... laptahun ko ang problems kay konectado sa iban nga subjects......
suguran ko sa fluid mechanics....
Problem#1
I had just completed a 5400 square meters building with roof inclination of 8deg. during commissioning of the building, I wanted to simulate a huge rainfall to check the quality of roofing installed....Assuming the data from PAGASA is TRUE that the largest rainfall for the past 10 years is 10mm in 5 mins. Questions:
1. What is the total flow (in gpm) of water do i need to have?
2. Assumming that i will distribute the water to 4 fire water nozzles, how many 3" dia nozzle do i need?...
Please state assumptions, no definite answer as assumptions varies based on standards and market sizes...
Rostan - July 9, 2008 08:38 AM (GMT)
| QUOTE (Rostan @ Jul 9 2008, 03:14 PM) |
nong raymie..... laptahun ko ang problems kay konectado sa iban nga subjects......
suguran ko sa fluid mechanics....
Problem#1
I had just completed a 5400 square meters building with roof inclination of 8deg. during commissioning of the building, I wanted to simulate a huge rainfall to check the quality of roofing installed....Assuming the data from PAGASA is TRUE that the largest rainfall for the past 10 years is 10mm in 5 mins. Questions:
1. What is the total flow (in gpm) of water do i need to have? 2. Assuming that i will distribute the water to equal flow among nozzles, how many 4" dia nozzle do i need?...
Please state assumptions, no definite answer as assumptions varies based on standards and market sizes... |
corrected.. i spotted a typo error :D
raymie_v - July 9, 2008 09:10 AM (GMT)
Since you are a conservative designer, you would want to max out the specs. So let's say we get the highest rainfall number and add another 10%. Total volume of water will then be:
Vol = Area X Height = (5400) (0.01) -> in m^3
Adjusted Vol = 1.1 Vol = (1.1) (54) ~ 60m^3
All this water will be collected in 5min so,
Q = 60/5 = 12m^3/min ikaw na lang convert sa GPM
Since i-distribute mo ini tanan into X nozzles, that would be (12m^3/min / X) flow per nozzle. Ang pamangkot mo is pila ka nozzles ang gamiton mo. So you need to know how much pressure build up your system can sustain. Based on the pressure available, and using Bernoulli's equation (Energy in = Energy out), you convert all your pressure head into velocity head for your nozzles. You will then get the max flow rate per nozzle. Simple division will follow to divide the total needed flow by your nozzle available flow.
Ang kwestyon, diin halin ang pressure? :P
Rostan - July 9, 2008 09:16 AM (GMT)
hmmm......
correct!!!! :thumb: :thumb: :thumb: :thumb:
pero... kung diin halin ang pressure is next sa mga series of problems.... ;) :D
hint: to get the flow, may standard nga flow designers use to compute the flow of water... that is 6-8 m/sec.... means, the velocity capacity of pipe/nozzle averages in that range.... :D
initial computation is correct, pero daw duda ako sa 10mm in 5 min nga assumption kay daw kadaku gid ini :D :D :D
raymie_v - July 9, 2008 09:20 AM (GMT)
| QUOTE (Rostan @ Jul 9 2008, 05:16 PM) |
initial computation is correct, pero daw duda ako sa 10mm in 5 min nga assumption kay daw kadaku gid ini :D :D :D |
Data speaks. "Duda" is feelings. Engineer? :lol:
Rostan - July 9, 2008 09:24 AM (GMT)
| QUOTE (raymie_v @ Jul 9 2008, 05:20 PM) |
| QUOTE (Rostan @ Jul 9 2008, 05:16 PM) | initial computation is correct, pero daw duda ako sa 10mm in 5 min nga assumption kay daw kadaku gid ini :D :D :D |
Data speaks. "Duda" is feelings. Engineer? :lol:
|
kay ang 10mm in 5 min came out sa isa ka data sang PAGASA last year.... amu na kuno ang pinakadaku nga rainfall for the past 10 or 50 years i think....
on the other handm since fluids ang topic....if you recall the typhoon melenyo nung 2006.... melenyo can be considered as the "rainfall of the century" kung basehan sa cavite-laguna area.... kay ang rise of water nya only happens once in every 100 years ....this was brought about by the hydrology study we had middle of last year... :thumb:
ipapilit ko diri bwas ang computation ko ah.... naga himu pa ko follow up problems.... :D :smoke
raymie_v - July 9, 2008 09:30 AM (GMT)
| QUOTE (Rostan @ Jul 9 2008, 05:24 PM) |
on the other handm since fluids ang topic....if you recall the typhoon melenyo nung 2006.... melenyo can be considered as the "rainfall of the century" kung basehan sa cavite-laguna area.... kay ang rise of water nya only happens once in every 100 years ....this was brought about by the hydrology study we had middle of last year... |
Daw upod to ya guro sa high tide To^ amo nga taas gid ang baha.
Rostan - July 9, 2008 09:39 AM (GMT)
| QUOTE (raymie_v @ Jul 9 2008, 05:30 PM) |
| QUOTE (Rostan @ Jul 9 2008, 05:24 PM) | on the other handm since fluids ang topic....if you recall the typhoon melenyo nung 2006.... melenyo can be considered as the "rainfall of the century" kung basehan sa cavite-laguna area.... kay ang rise of water nya only happens once in every 100 years ....this was brought about by the hydrology study we had middle of last year... |
Daw upod to ya guro sa high tide To^ amo nga taas gid ang baha.
|
posible nga upod sa high tide pero ang basehan lang naman namun ang creek sa likod sang OSPI, the creek also had restrictions sang mga basura before passing through laguna de bay amu man na nga nagtaas ang water level sa area...
that is also the reason why we went a little conservative and leveled the "new admin" (tani galing wala madayun) about 0.2m higher than the old building..... so, if my information is right nga may expansion ang previous employeer ko, the new building and structures should be leveled about 0.2m higher than the existing building... medyo costly.... pero otherwise it may have the risk of flooding inside the mfg floor area...
well... my thoughts... :lol:
raymie_v - July 9, 2008 10:10 AM (GMT)
Ang daku mo gid nga problema kay ulan ang gusto mo i-simulate. Ti kinanglan mo gid damo-damo nga nozzles! :lol: :lol: :lol:
Rostan - July 9, 2008 11:18 AM (GMT)
| QUOTE (raymie_v @ Jul 9 2008, 06:10 PM) |
| Ang daku mo gid nga problema kay ulan ang gusto mo i-simulate. Ti kinanglan mo gid damo-damo nga nozzles! :lol: :lol: :lol: |
ti indi ma perfect ang ulan pero one thing nga matesting dira ang integrity sang mga water spouts kag storm drains :thumb:
raymie_v - August 1, 2008 06:37 AM (GMT)
Balik ta sa basics ha.
1. Pressure is caused by the weight of the fluid in open/exposed containers. In closed containers, it is due to gravity ++.
example: Atmospheric pressure = 14.7psi because of the weight of the air around us.
2. Pressure acts perpendicular to any surface it acts upon. This is because fluids are not able resist shear stresses
3. Pressure causes people to rebel against their bosses...
sphinx - August 1, 2008 06:40 AM (GMT)
| QUOTE (raymie_v @ Aug 1 2008, 02:37 PM) |
Balik ta sa basics ha.
3. Pressure causes people to rebel against their bosses... |
Hmmm daw amo ni ang pina ka common nga pressure subong :naughty: :naughty: :naughty:
Jack Bauer - August 1, 2008 08:15 AM (GMT)
| QUOTE (sphinx @ Aug 1 2008, 02:40 PM) |
| QUOTE (raymie_v @ Aug 1 2008, 02:37 PM) | Balik ta sa basics ha.
3. Pressure causes people to rebel against their bosses... |
Hmmm daw amo ni ang pina ka common nga pressure subong :naughty: :naughty: :naughty:
|
talking of boses.... off topic anay ako...
read on........
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sphinx_5 - August 7, 2008 09:26 PM (GMT)
| QUOTE (Rostan @ Jul 9 2008, 05:16 PM) |
hmmm......
correct!!!! :thumb: :thumb: :thumb: :thumb:
pero... kung diin halin ang pressure is next sa mga series of problems.... ;) :D
hint: to get the flow, may standard nga flow designers use to compute the flow of water... that is 6-8 m/sec.... means, the velocity capacity of pipe/nozzle averages in that range.... :D
initial computation is correct, pero daw duda ako sa 10mm in 5 min nga assumption kay daw kadaku gid ini :D :D :D |
mig comment lang ko. Correct me if im wrong but as internationally accepted and to prevent the errosion factor as will as the fouling factor sang pipe, the maximum linear velocity must not be over 10 ft/second or 3 meters per second. piping system whether it is a free flow, pressurized or a forced main shall are designed upto 2 meters per second only. That will always be the basis sang pipe sizing sa mga pump stations.
Jack Bauer - August 8, 2008 01:08 AM (GMT)
| QUOTE (sphinx_5 @ Aug 8 2008, 05:26 AM) |
| QUOTE (Rostan @ Jul 9 2008, 05:16 PM) | hmmm......
correct!!!! :thumb: :thumb: :thumb: :thumb:
pero... kung diin halin ang pressure is next sa mga series of problems.... ;) :D
hint: to get the flow, may standard nga flow designers use to compute the flow of water... that is 6-8 m/sec.... means, the velocity capacity of pipe/nozzle averages in that range.... :D
initial computation is correct, pero daw duda ako sa 10mm in 5 min nga assumption kay daw kadaku gid ini :D :D :D |
mig comment lang ko. Correct me if im wrong but as internationally accepted and to prevent the errosion factor as will as the fouling factor sang pipe, the maximum linear velocity must not be over 10 ft/second or 3 meters per second. piping system whether it is a free flow, pressurized or a forced main shall are designed upto 2 meters per second only. That will always be the basis sang pipe sizing sa mga pump stations.
|
will try to give you a reference meg... but kung water, ang ginausar namun is 7m/sec.... and it will go slower kung naga change ang viscousity sang fluid.. :)
Jack Bauer - August 8, 2008 10:49 PM (GMT)
| QUOTE (Jack Bauer @ Aug 8 2008, 09:08 AM) |
| QUOTE (sphinx_5 @ Aug 8 2008, 05:26 AM) | | QUOTE (Rostan @ Jul 9 2008, 05:16 PM) | hmmm......
correct!!!! :thumb: :thumb: :thumb: :thumb:
pero... kung diin halin ang pressure is next sa mga series of problems.... ;) :D
hint: to get the flow, may standard nga flow designers use to compute the flow of water... that is 6-8 m/sec.... means, the velocity capacity of pipe/nozzle averages in that range.... :D
initial computation is correct, pero daw duda ako sa 10mm in 5 min nga assumption kay daw kadaku gid ini :D :D :D |
mig comment lang ko. Correct me if im wrong but as internationally accepted and to prevent the errosion factor as will as the fouling factor sang pipe, the maximum linear velocity must not be over 10 ft/second or 3 meters per second. piping system whether it is a free flow, pressurized or a forced main shall are designed upto 2 meters per second only. That will always be the basis sang pipe sizing sa mga pump stations.
|
will try to give you a reference meg... but kung water, ang ginausar namun is 7m/sec.... and it will go slower kung naga change ang viscousity sang fluid.. :)
|
i stand corrected mig.... insakto ka that its ft/sec......
so the water flow should be 6-8 FT/SECOND and NOT meters/sec nga ginhambal ko....
ref C.714 7th Edition, Piping Handook by Mohinder Nayyar
:thumb: