It's not ALWAYS the guys fault.
- Thread starter TheOriginalJames
- Start date
James, print this out and use it
Frog in pants :unsure:
I second that! :24:
Here, and maybe this will help explain...
To calculate the pressure drop and flowrates in a section of uniform pipe running from Point A to Point B, enter the parameters below. The pipe is assumed to be relatively straight (no sharp bends), such that changes in pressure are due mostly to elevation changes and wall friction. (The default calculation is for a smooth horizontal pipe carrying water, with answers rounded to 3 significant figures.) Note that a positive Dz means that B is higher than A, whereas a negative Dz means that B is lower than A.
To calculate the pressure drop and flowrates in a section of uniform pipe running from Point A to Point B, enter the parameters below. The pipe is assumed to be relatively straight (no sharp bends), such that changes in pressure are due mostly to elevation changes and wall friction. (The default calculation is for a smooth horizontal pipe carrying water, with answers rounded to 3 significant figures.) Note that a positive Dz means that B is higher than A, whereas a negative Dz means that B is lower than A.
Say what you want, a nice strong pee is a wonderful thing. 'Specially when you been squeezing it in and just 'bout made it to the bowl in the nick of time and/or after a couple of beers or whatever. Heaven. 
:nod:
Who could deny this? :ninja
:nod:Who could deny this? :ninja
Here, and maybe this will help explain...
To calculate the pressure drop and flowrates in a section of uniform pipe running from Point A to Point B, enter the parameters below. The pipe is assumed to be relatively straight (no sharp bends), such that changes in pressure are due mostly to elevation changes and wall friction. (The default calculation is for a smooth horizontal pipe carrying water, with answers rounded to 3 significant figures.) Note that a positive Dz means that B is higher than A, whereas a negative Dz means that B is lower than A.
The Maulds is as confused as this guy
The Maulds is as confused as this guy
The guy in that pics uses "Strategery"
Here, and maybe this will help explain...
To calculate the pressure drop and flowrates in a section of uniform pipe running from Point A to Point B, enter the parameters below. The pipe is assumed to be relatively straight (no sharp bends), such that changes in pressure are due mostly to elevation changes and wall friction. (The default calculation is for a smooth horizontal pipe carrying water, with answers rounded to 3 significant figures.) Note that a positive Dz means that B is higher than A, whereas a negative Dz means that B is lower than A.
Oh. That explains it.
The Maulds never misunderestimates the strategery
Does this clarify?
Pressure at A (absolute): Pa psi atm inHg inH2O ftH2O kPa Mpa mmHg
Average fluid velocity in pipe, V: m/s cm/s ft/s mph in/s Pipe diameter, D: m in ft cm
Pipe relative roughness, e/D: m/m in/in Pipe length from A to B, L: m in ft cm km mi
Elevation gain from A to B, Dz: m in ft cm
Fluid density, r: kg/m^3 lb/in^3 kg/l
Fluid viscosity (dynamic), m: cP Pa-s kg/m-s slug/ft-s
Pressure at A (absolute): Pa psi atm inHg inH2O ftH2O kPa Mpa mmHg
Average fluid velocity in pipe, V: m/s cm/s ft/s mph in/s Pipe diameter, D: m in ft cm
Pipe relative roughness, e/D: m/m in/in Pipe length from A to B, L: m in ft cm km mi
Elevation gain from A to B, Dz: m in ft cm
Fluid density, r: kg/m^3 lb/in^3 kg/l
Fluid viscosity (dynamic), m: cP Pa-s kg/m-s slug/ft-s
It just means that if you have a specific force (like the urine stream) going through a tube (like the thang)...
then if the diameter of the tube is wider, the force is lower coming out
and if the diameter of the tube is narrower, the force is higher coming out.
then if the diameter of the tube is wider, the force is lower coming out
and if the diameter of the tube is narrower, the force is higher coming out.
:unsure:...suddenly feels dumb
Mmmmm Warm Butterscotch
I think that was the English for petroleum products.
Get out the translation for pottie mouth.
I explained it in plain english here folks
Looks like this to me:
Si meliora dies, ut vina, poemata reddit, scire velim, chartis pretium quotus arroget annus. Scriptor abhinc annos centum qui decidit, inter perfectos veteresque referri debet an inter vilis atque novos? Excludat iurgia finis, est vetus atque probus, centum qui perficit annos. Quid, qui deperiit minor uno mense vel anno, inter quos referendus erit. Veteresne poetas, an quos et praesens et postera respuat aetas?
Iste quidem veteres inter ponetur honeste, qui vel mense brevi vel toto est iunior anno. Utor permisso, caudaeque pilos ut equinae paulatim vello unum, demo etiam unum, dum cadat elusus ratione ruentis acervi, qui redit in fastos et virtutem aestimat annis miraturque nihil nisi quod Libitina sacravit.
The smaller the pipe, the harder the spray....
Depending on the Viscosity and temperature...relative to overall length of said tube, and force exerted..