OBSERVATION

Formulas

$Re = \frac{ρ V L}{μ}$

$Kinematic Viscosity of fluid v = \frac{μ}{ρ}$

$Re = \frac{D V}{ν}$

$Average Velocity of the fluid V = \frac{Q}{A_{pipe}}$

$Discharge Q = \frac{V_{o}}{t}$

Provided Data

Area of the tank (A) = 0.1 m²
Area of the pipe (A_pipe) = 0.000201 m²
Diameter of pipe in meters (D) = 0.016 m
Length of pipe (L) = 1 m
Kinematic Viscosity ( $v$ ) = 1.0060E-06 m²/s
Acceleration due to gravity (g) = 9.81 N/m
Density of water = 1000 kg/m³

Observation Table
S.No:	Volume of water collected V_o (m³)	Time (sec)
1.	0.000300
2.	0.000300

Calculation Table
S.No:	Discharge Q x 10^-5 (m³/s)	Velocity V (m/s)	Reynolds No. x 10³	Flow type
1.
2.