There is a simplest explaination of fluid mechanics
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Language: en
Added: Sep 21, 2022
Slides: 20 pages
Slide Content
HGL & EGL
By: Dr. Ezzat Elsayed G. SALEH
Civil Eng. Dept.
اينلما ةعماج
ةسدنهلا ةيكل
CVE 215
Thedevelopmentofhydraulictheoryhasproducedthree
importantbasictools(equations)whicharefundamentalto
solvingmosthydrodynamicproblems:
Discharge and Continuity,
Energy, and
Momentum.
Theyarenotdifficulttomasterandyouwillneedto
understandthemwell.
Boundary
Effects
Z
Potential Head :
Pressure Head:
??????∕ (????????????)
Hydraulic Grade
Line(HGL)
+
Velocity Head: V
2
/ 2 g
+
Energy Grade
Line(EGL)
The Total Head at any Cross-section H = Z + (P/ g) + (V
2
/ 2g )
HydraulicGradeLinesand
EnergyLinesprovidea
scaled, visual
representationofenergyin
asystem(alongtheflow
path),whichhelpsidentify
pointsofconcerninthe
designandanalysisof
hydraulicsystems.B
2
A
2
g2
V
z
g
P
g2
V
z
g
P
HGLand EGLfor a pipe of different levels.
HGLand EGLfor a pipe of different levels.
Reference Datum
T.E.L.
(T.E.L.)
1
(T.E.L.)
2
HGLand EGLat a sharp-edged pipe entrance.
Change in HGL and EGLdue to change in pipe diameter
Drop in HGL and EGLdue to valve
Change inHGLand EGLdue to Flow through a nozzle
Negative gage pressure when pipe above EGL
Rise in HGLand EGL due to pump
Drop in HGLand EGLdue to turbine
Motor orGenerator?
acting as a MOTOR
Motor orGenerator?
acting as a GENERATOR
Pump-Turbineinstallation