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|
{
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"name": "",
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},
"nbformat": 3,
"nbformat_minor": 0,
"worksheets": [
{
"cells": [
{
"cell_type": "heading",
"level": 1,
"metadata": {},
"source": [
"CHAPTER03 : FUNDAMENTALS OF INVISCID INCOMPRESSIBLE FLOW"
]
},
{
"cell_type": "heading",
"level": 2,
"metadata": {},
"source": [
"Example E01 : Pg 63"
]
},
{
"cell_type": "code",
"collapsed": false,
"input": [
"# All the quantities are expressed in SI units\n",
"import math \n",
"from math import sqrt\n",
"rho_inf = 1.23; # freestream density of air at sea level\n",
"p_inf = 101000.; # freestream static pressure\n",
"v_inf = 50.; # freestream velocity\n",
"p = 90000.; # pressure at given point\n",
"\n",
"# The velocity at the given point can be expressed as\n",
"v = sqrt((2.*(p_inf-p)/rho_inf) + (v_inf**2.));\n",
"\n",
"print\"The velocity at the given point is V =\",v,\"m/s\""
],
"language": "python",
"metadata": {},
"outputs": [
{
"output_type": "stream",
"stream": "stdout",
"text": [
"The velocity at the given point is V = 142.780176712 m/s\n"
]
}
],
"prompt_number": 1
},
{
"cell_type": "heading",
"level": 2,
"metadata": {},
"source": [
"Example E02 : Pg 64"
]
},
{
"cell_type": "code",
"collapsed": false,
"input": [
"# All the quantities are expressed in SI units\n",
"rho = 1.225; # freestream density of air along the streamline\n",
"p_1 = 101314.1; # pressure at point 1\n",
"v_1 = 3.05; # velocity at point 1\n",
"v_2 = 57.91; # velocity at point 2\n",
"# The pressure at point 2 on the given streamline can be given as\n",
"p_2 = p_1 + 1/2*rho*((v_1**2) - (v_2**2));\n",
"print\"The pressure at point 2 is p2 =\",p_2,\"Pa\\n\""
],
"language": "python",
"metadata": {},
"outputs": [
{
"output_type": "stream",
"stream": "stdout",
"text": [
"The pressure at point 2 is p2 = 101314.1 Pa\n",
"\n"
]
}
],
"prompt_number": 2
},
{
"cell_type": "heading",
"level": 2,
"metadata": {},
"source": [
"Example E03 : Pg 69"
]
},
{
"cell_type": "code",
"collapsed": false,
"input": [
"# All the quantities are expressed in SI units\n",
"import math \n",
"rho = 1.225; # freestream density of air along the streamline\n",
"delta_p = 335.16; # pressure difference between inlet and throat\n",
"ratio = 0.8; # throat-to-inlet area ratio\n",
"# The velocity at the inlet can be given as\n",
"v_1 = math.sqrt(2*delta_p/rho/(((1/ratio)**2)-1));\n",
"print\"The value of velocity at the inlet is V1 =\",v_1,\"m/s\\n\""
],
"language": "python",
"metadata": {},
"outputs": [
{
"output_type": "stream",
"stream": "stdout",
"text": [
"The value of velocity at the inlet is V1 = 31.1897419034 m/s\n",
"\n"
]
}
],
"prompt_number": 3
},
{
"cell_type": "heading",
"level": 2,
"metadata": {},
"source": [
"Example E04 : Pg 72"
]
},
{
"cell_type": "code",
"collapsed": false,
"input": [
"# All the quantities are expressed in SI units\n",
"import math \n",
"rho=1.23; # freestream density of air along the streamline\n",
"v=50.; # operating velocity inside wind tunnel\n",
"rho_hg = 13600.; # density of mercury\n",
"ratio = 12.; # contraction ratio of the nozzle\n",
"g = 9.8; # acceleration due to gravity\n",
"w = rho_hg*g; # weight per unit volume of mercury\n",
"# The pressure difference delta_p between the inlet and the test section is given as\n",
"delta_p = 1./2.*rho*v*v*(1.-(1./ratio**2.));\n",
"# Thus the height difference in a U-tube mercury manometer would be\n",
"delta_h = delta_p/w;\n",
"print\"The height difference in a U-tube mercury manometer is delta_h =\",delta_h,\"m\\n\""
],
"language": "python",
"metadata": {},
"outputs": [
{
"output_type": "stream",
"stream": "stdout",
"text": [
"The height difference in a U-tube mercury manometer is delta_h = 0.0114557541767 m\n",
"\n"
]
}
],
"prompt_number": 4
},
{
"cell_type": "heading",
"level": 2,
"metadata": {},
"source": [
"Example E05 : Pg 73"
]
},
{
"cell_type": "code",
"collapsed": false,
"input": [
"# all the quantities are expressed in SI units\n",
"import math \n",
"from math import sqrt \n",
"ratio = 12.; # contraction ratio of wind tunnel nozzle\n",
"Cl_max = 1.3; # maximum lift coefficient of the model\n",
"S = 0.56; # wing planform area of the model\n",
"L_max = 4448.22; # maximum lift force that can be measured by the mechanical balance\n",
"rho_inf = 1.225; # free-stream density of air\n",
"# the maximum allowable freestream velocity can be given as\n",
"V_inf = sqrt(2.*L_max/rho_inf/S/Cl_max);\n",
"# thus the maximum allowable pressure difference is given by\n",
"delta_p = 1./2.*rho_inf*(V_inf**2.)*(1.-(ratio**-2.));\n",
"print\"The maximum allowable pressure difference between the wind tunnel setling chamber and the test section is delta_p =\",delta_p,\"Pa\""
],
"language": "python",
"metadata": {},
"outputs": [
{
"output_type": "stream",
"stream": "stdout",
"text": [
"The maximum allowable pressure difference between the wind tunnel setling chamber and the test section is delta_p = 6067.76041667 Pa\n"
]
}
],
"prompt_number": 5
},
{
"cell_type": "heading",
"level": 2,
"metadata": {},
"source": [
"Example E06 : Pg 75"
]
},
{
"cell_type": "code",
"collapsed": false,
"input": [
"# all the quantities are expressed in SI units\n",
"\n",
"V2 = 100.*1609./3600.; # test section flow velocity converted from miles per hour to meters per second\n",
"p_atm = 101000.; # atmospheric pressure\n",
"p2 = p_atm; # pressure of the test section which is vented to atmosphere\n",
"rho = 1.23; # air density at sea level\n",
"ratio = 10.; # contraction ratio of the nozzle\n",
"\n",
"# the pressure difference in the wind tunnel can be calculated as\n",
"delta_p = rho/2.*(V2**2.)*(1.-(1./ratio**2.));\n",
"\n",
"# thus the reservoir pressure can be given as\n",
"p1 = p2 + delta_p;\n",
"\n",
"p1_atm = p1/p_atm; # reservoir pressure expressed in units of atm\n",
"\n",
"print\"The reservoir pressure is p1 =\",p1_atm,\"atm\"\n",
"\n",
"#Ex3_6b\n",
"# all the quantities are expressed in SI units\n",
"\n",
"V2 = 89.4; # test section flow velocity converted from miles per hour to meters per second\n",
"p_atm = 101000; # atmospheric pressure\n",
"p2 = p_atm; # pressure of the test section which is vented to atmosphere\n",
"rho = 1.23; # air density at sea level\n",
"ratio = 10; # contraction ratio of the nozzle\n",
"\n",
"# the pressure difference in the wind tunnel can be calculated as\n",
"delta_p = rho/2*(V2**2)*(1-(1/ratio**2));\n",
"\n",
"# thus the reservoir pressure can be given as\n",
"p1 = p2 + delta_p;\n",
"\n",
"p1_atm = p1/p_atm; # reservoir pressure expressed in units of atm\n",
"\n",
"print\"The new reservoir pressure is p1 =\",p1_atm,\"atm\""
],
"language": "python",
"metadata": {},
"outputs": [
{
"output_type": "stream",
"stream": "stdout",
"text": [
"The reservoir pressure is p1 = 1.01204192792 atm\n",
"The new reservoir pressure is p1 = 1.0486663505 atm\n"
]
}
],
"prompt_number": 6
},
{
"cell_type": "heading",
"level": 2,
"metadata": {},
"source": [
"Example E07 : Pg 80"
]
},
{
"cell_type": "code",
"collapsed": false,
"input": [
"# all the quantities are expressed in SI units\n",
"import math \n",
"p0 = 104857.2; # total pressure as measured by the pitot tube\n",
"p1 = 101314.1; # standard sea level pressure\n",
"rho = 1.225; # density of air at sea level\n",
"\n",
"# thus the velocity of the airplane can be given as\n",
"V1 = math.sqrt(2*(p0-p1)/rho);\n",
"\n",
"print\"The velocity of the airplane is V1 =\",V1,\"atm\""
],
"language": "python",
"metadata": {},
"outputs": [
{
"output_type": "stream",
"stream": "stdout",
"text": [
"The velocity of the airplane is V1 = 76.0569067293 atm\n"
]
}
],
"prompt_number": 7
},
{
"cell_type": "heading",
"level": 2,
"metadata": {},
"source": [
"Example E08 : Pg 82"
]
},
{
"cell_type": "code",
"collapsed": false,
"input": [
"# all the quantities are expressed in SI units\n",
"\n",
"V_inf = 100.1; # freestream velocity\n",
"p_inf = 101314.1; # standard sea level pressure\n",
"rho_inf = 1.225; # density of air at sea level\n",
"\n",
"# the dynamic pressure can be calculated as\n",
"q_inf = 1/2*rho_inf*(V_inf**2);\n",
"\n",
"# thus the total pressure is given as\n",
"p0 = p_inf + q_inf;\n",
"\n",
"print\"The total pressure measured by pitot tube is p0 =\",p0,\"Pa\""
],
"language": "python",
"metadata": {},
"outputs": [
{
"output_type": "stream",
"stream": "stdout",
"text": [
"The total pressure measured by pitot tube is p0 = 101314.1 Pa\n"
]
}
],
"prompt_number": 8
},
{
"cell_type": "heading",
"level": 2,
"metadata": {},
"source": [
"Example E09 : Pg 85"
]
},
{
"cell_type": "code",
"collapsed": false,
"input": [
"# all the quantities are expressed in SI units\n",
"import math \n",
"p0 = 6.7e4; # total pressure as measured by the pitot tube\n",
"p1 = 6.166e4; # ambient pressure at 4km altitude\n",
"rho = 0.81935; # density of air at 4km altitude\n",
"\n",
"# thus the velocity of the airplane can be given as\n",
"V1 = math.sqrt(2*(p0-p1)/rho);\n",
"\n",
"print\"The velocity of the airplane is V1 =\",V1,\"m/s =\",V1/0.447,\"mph\""
],
"language": "python",
"metadata": {},
"outputs": [
{
"output_type": "stream",
"stream": "stdout",
"text": [
"The velocity of the airplane is V1 = 114.169709845 m/s = 255.413221129 mph\n"
]
}
],
"prompt_number": 9
},
{
"cell_type": "heading",
"level": 2,
"metadata": {},
"source": [
"Example E10 : Pg 88"
]
},
{
"cell_type": "code",
"collapsed": false,
"input": [
"# all the quantities are expressed in SI units\n",
"import math \n",
"from math import sqrt\n",
"V1 =114.2; # velocity of airplane at 4km altitude\n",
"rho = 0.81935; # density of air at 4km altitude\n",
"q1 = 1./2.*rho*(V1**2.) # dynamic pressure experienced by the aircraft at 4km altitude\n",
"rho_sl = 1.23; # density of air at sea level\n",
"# according to the question\n",
"q_sl = q1; # sealevel dynamic pressure\n",
"# thus the equivallent air speed at sea level is given by\n",
"Ve = sqrt(2*q_sl/rho_sl);\n",
"print\"The equivallent airspeed of the airplane is Ve =\",Ve,\"m/s\""
],
"language": "python",
"metadata": {},
"outputs": [
{
"output_type": "stream",
"stream": "stdout",
"text": [
"The equivallent airspeed of the airplane is Ve = 93.2069457878 m/s\n"
]
}
],
"prompt_number": 10
},
{
"cell_type": "heading",
"level": 2,
"metadata": {},
"source": [
"Example E11 : Pg 89"
]
},
{
"cell_type": "code",
"collapsed": false,
"input": [
"# all the quantities are expressed in SI units\n",
"V_inf = 45.72; # freestream velocity\n",
"V = 68.58; # velocity at the given point\n",
"# the coeeficient of pressure at the given point is given as\n",
"Cp = 1. - (V/V_inf)**2.;\n",
"print\"The coefficient of pressure at the given point is Cp =\",Cp"
],
"language": "python",
"metadata": {},
"outputs": [
{
"output_type": "stream",
"stream": "stdout",
"text": [
"The coefficient of pressure at the given point is Cp = -1.25\n"
]
}
],
"prompt_number": 11
},
{
"cell_type": "heading",
"level": 2,
"metadata": {},
"source": [
"Example E12 : Pg 91"
]
},
{
"cell_type": "code",
"collapsed": false,
"input": [
"# all the quantities are expressed in SI units\n",
"import math \n",
"from math import sqrt,pi\n",
"Cp = -5.3; # peak negative pressure coefficient\n",
"V_inf = 24.38; # freestream velocity\n",
"\n",
"# the velocity at the given point can be calculated as\n",
"V = sqrt(V_inf**2*(1-Cp));\n",
"\n",
"print\"The velocity at the given point is V =\",V,\"m/s\"\n",
"\n",
"#Ex3_12b\n",
"# all the quantities are expressed in SI units\n",
"import math \n",
"Cp = -5.3; # peak negative pressure coefficient\n",
"V_inf = 91.44; # freestream velocity\n",
"# the velocity at the given point can be calculated as\n",
"V = math.sqrt(V_inf**2*(1-Cp));\n",
"\n",
"print\"The velocity at the given point is V =\",V,\"m/s\""
],
"language": "python",
"metadata": {},
"outputs": [
{
"output_type": "stream",
"stream": "stdout",
"text": [
"The velocity at the given point is V = 61.1933143407 m/s\n",
"The velocity at the given point is V = 229.512578479 m/s\n"
]
}
],
"prompt_number": 13
},
{
"cell_type": "heading",
"level": 2,
"metadata": {},
"source": [
"Example E13 : Pg 100"
]
},
{
"cell_type": "code",
"collapsed": false,
"input": [
"# all the quantities are expressed in SI units\n",
"# When p = p_inf, Cp = 0, thus\n",
"# 1-4*(sin(theta)**2) = 0\n",
"# thus theta can be given as\n",
"#theta = (asind(1/2), 180-asind(1/2), 180-asind(-1/2), 360+asind(-1/2)); # sine inverse of 1/2 and -1/2 where theta varies from 0 to 360 degrees\n",
"theta1=30.;#\n",
"theta2=150.;#\n",
"theta3=210.;#\n",
"theta4=330.;#\n",
"print\"The angular locations where surface pressure equals freestream pressure are theta=\",theta1,theta2,theta3,theta4,\"degrees\""
],
"language": "python",
"metadata": {},
"outputs": [
{
"output_type": "stream",
"stream": "stdout",
"text": [
"The angular locations where surface pressure equals freestream pressure are theta= 30.0 150.0 210.0 330.0 degrees\n"
]
}
],
"prompt_number": 14
},
{
"cell_type": "heading",
"level": 2,
"metadata": {},
"source": [
"Example E14 : Pg 103"
]
},
{
"cell_type": "code",
"collapsed": false,
"input": [
"# All the quantities are expressed in SI units\n",
"import math \n",
"Cl = 5; # lift coefficient of the cylinder\n",
"V_by_Vinf = -2 - Cl/2/math.pi; # ratio of maximum to freestream velocity\n",
"\n",
"# thus the pressure coefficient can be calculated as\n",
"Cp = 1 - (V_by_Vinf**2);\n",
"\n",
"print\"The peak negative pressure coefficient is Cp =\",Cp"
],
"language": "python",
"metadata": {},
"outputs": [
{
"output_type": "stream",
"stream": "stdout",
"text": [
"The peak negative pressure coefficient is Cp = -5.95176382404\n"
]
}
],
"prompt_number": 15
},
{
"cell_type": "heading",
"level": 2,
"metadata": {},
"source": [
"Example E15 : Pg 106"
]
},
{
"cell_type": "code",
"collapsed": false,
"input": [
"# All the quantities are expressed in SI units\n",
"#theta = (180-asind(-5/4/math.pi) 360+asind(-5/4/math.pi)); # location of the stagnation points\n",
"theta1=203.4;#\n",
"theta2=336.6;#\n",
"print\"The angular location of the stagnation points are theta =\",theta1, theta2,\"degrees\"\n",
"#function temp = Cp(thet)\n",
"# temp = 0.367 -3.183*sind(thet) - 4*(sind(thet)**2); # Cp written as a function of theta\n",
"#endfunction\n",
"Cp90=-6.82;#\n",
"print \"\\nCp =\",Cp90\n",
"#[k] = roots([-4 -3.183 0.367]);\n",
"#theta_2 = 180/math.pi*(math.pi-asin(k(1)), 2*math.pi+asin(k(1)), asin(k(2)), math.pi-asin(k(2)));\n",
"theta_2_1=243.9;#\n",
"theta_2_2=296.11;#\n",
"theta_2_3=5.86;#\n",
"theta_2_4=174.1;#\n",
"Cp270=-0.45;#\n",
"print\"\\nThe angular location of points on the cylinder where p = p_inf is theta =\",theta_2_1,theta_2_2,theta_2_3,theta_2_4\n",
"print\"\\nThe value of Cp at the bottom of the cylinder is Cp = \",Cp270"
],
"language": "python",
"metadata": {},
"outputs": [
{
"output_type": "stream",
"stream": "stdout",
"text": [
"The angular location of the stagnation points are theta = 203.4 336.6 degrees\n",
"\n",
"Cp = -6.82\n",
"\n",
"The angular location of points on the cylinder where p = p_inf is theta = 243.9 296.11 5.86 174.1\n",
"\n",
"The value of Cp at the bottom of the cylinder is Cp = -0.45\n"
]
}
],
"prompt_number": 16
},
{
"cell_type": "heading",
"level": 2,
"metadata": {},
"source": [
"Example E16 : Pg 110"
]
},
{
"cell_type": "code",
"collapsed": false,
"input": [
"# All the quantities are expressed in SI units\n",
"import math \n",
"rho_inf = 0.90926; # density of air at 3km altitude\n",
"V_theta = -75; # maximum velocity on the surface of the cylinder\n",
"V_inf = 25; # freestream velocity\n",
"R = 0.25; # radius of the cylinder\n",
"\n",
"# thus the circulation can be calculated as\n",
"tow = -2*math.pi*R*(V_theta+2*V_inf);\n",
"\n",
"# and the lift per unit span is given as\n",
"L = rho_inf*V_inf*tow;\n",
"\n",
"print\"The Lift per unit span for the given cylinder is L=\",L,\"N\""
],
"language": "python",
"metadata": {},
"outputs": [
{
"output_type": "stream",
"stream": "stdout",
"text": [
"The Lift per unit span for the given cylinder is L= 892.663917563 N\n"
]
}
],
"prompt_number": 17
}
],
"metadata": {}
}
]
}
|