Joceil.infante at 09:02, 12 September 2017

2017-09-12T09:02:08Z

Joceil.infante: Created page with "[2]There are two types of hydraulic resistance: friction resistance and local resistance. In the former case hydraulic resistance is due to momentum transfer to the solid wall..."

2017-09-12T09:00:25Z

Created page with "[2]There are two types of hydraulic resistance: friction resistance and local resistance. In the former case hydraulic resistance is due to momentum transfer to the solid wall..."

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[2]There are two types of hydraulic resistance: friction resistance and local resistance. In the former case hydraulic resistance is due to momentum transfer to the solid walls. In the latter case the resistance is caused by dissipation of mechanical energy when the configuration or the direction of flow is sharply changed, by the formation of vortices and secondary flows as a result of the flow breaking away, by the centrifugal forces, etc. To categorize local resistances, we usually refer the resistances of adapters, nozzles, extension pieces, diaphragms, pipeline accessories, swivel knees, pipe entrances, etc.
In defining a total resistance (pressure loss Δpf) a conditional superposition is used
<math>P^2</math>
∆"P" _"f " =∑▒〖∆"P" _"fr " +〗 ∑▒〖∆"P" _"1 " 〗

The friction resistance (pressure differential along the channels length) is calculated from Darcy’s empirical formula
∆"P" _"fr " =¯("f" ) 1/"D" _"H" (ρ"u" ̅^2)/2
where "f" ̅ is the Moody friction factor (4 times the Fanning friction factor - see Friction Factor), 1 and "D" _"H" = 4S/P are the length and the hydraulic diameter of the channel, ρ is the fluid density, and u is the mean velocity of flow.

In order to define the local hydraulic resistance (ΔP1) the Weisbach formula is used
∆"P" _"1 " =ζ(ρ"u" ̅^2)/2
Where , is the coefficient of local resistance.

For flow in smooth channels the friction factor f depends on the flow conditions and is only a function of Re = ūDH/ν. For a laminar flow, the value for straight pipes is determined from the Poiseuille formula:
¯("f" ) "=C/Re"

== References ==
#http://www.thermopedia.com/content/857/

@@ Line 1: / Line 1: @@
 [2]There are two types of hydraulic resistance: friction resistance and local resistance. In the former case hydraulic resistance is due to momentum transfer to the solid walls. In the latter case the resistance is caused by dissipation of mechanical energy when the configuration or the direction of flow is sharply changed, by the formation of vortices and secondary flows as a result of the flow breaking away, by the centrifugal forces, etc. To categorize local resistances, we usually refer the resistances of adapters, nozzles, extension pieces, diaphragms, pipeline accessories, swivel knees, pipe entrances, etc.
 In defining a total resistance (pressure loss Δpf) a conditional superposition is used
-<math>P^2</math>
+<math>P_f = P_fr + P_1P^2</math>
 The friction resistance (pressure differential along the channels length) is calculated from Darcy’s empirical formula
-∆"P" _"fr " =¯("f" )  1/"D" _"H"    (ρ"u"  ̅^2)/2
+<math>Insert formula here</math>
 where "f"  ̅ is the Moody friction factor (4 times the Fanning friction factor - see Friction Factor), 1 and "D" _"H" = 4S/P  are the length and the hydraulic diameter of the channel, ρ is the fluid density, and u is the mean velocity of flow.
 In order to define the local hydraulic resistance (ΔP1) the Weisbach formula is used
-∆"P" _"1 " =ζ(ρ"u"  ̅^2)/2
+<math>Insert formula here</math>
 Where  , is the coefficient of local resistance.
 For flow in smooth channels the friction factor f depends on the flow conditions and is only a function of Re = ūDH/ν. For a laminar flow, the value for straight pipes is determined from the Poiseuille formula:
-¯("f" ) "=C/Re"
+<math> = C/Re</math>
 == References ==
 #http://www.thermopedia.com/content/857/

Hydraulic Resistance - Revision history

Joceil.infante at 09:02, 12 September 2017

Joceil.infante: Created page with "[2]There are two types of hydraulic resistance: friction resistance and local resistance. In the former case hydraulic resistance is due to momentum transfer to the solid wall..."