diff options
author | kinitrupti | 2017-05-12 18:53:46 +0530 |
---|---|---|
committer | kinitrupti | 2017-05-12 18:53:46 +0530 |
commit | 6279fa19ac6e2a4087df2e6fe985430ecc2c2d5d (patch) | |
tree | 22789c9dbe468dae6697dcd12d8e97de4bcf94a2 /Fluid_Mechanics_by_John_F._Douglas/Chapter_12.ipynb | |
parent | d36fc3b8f88cc3108ffff6151e376b619b9abb01 (diff) | |
download | Python-Textbook-Companions-6279fa19ac6e2a4087df2e6fe985430ecc2c2d5d.tar.gz Python-Textbook-Companions-6279fa19ac6e2a4087df2e6fe985430ecc2c2d5d.tar.bz2 Python-Textbook-Companions-6279fa19ac6e2a4087df2e6fe985430ecc2c2d5d.zip |
Removed duplicates
Diffstat (limited to 'Fluid_Mechanics_by_John_F._Douglas/Chapter_12.ipynb')
-rwxr-xr-x | Fluid_Mechanics_by_John_F._Douglas/Chapter_12.ipynb | 319 |
1 files changed, 319 insertions, 0 deletions
diff --git a/Fluid_Mechanics_by_John_F._Douglas/Chapter_12.ipynb b/Fluid_Mechanics_by_John_F._Douglas/Chapter_12.ipynb new file mode 100755 index 00000000..745a2241 --- /dev/null +++ b/Fluid_Mechanics_by_John_F._Douglas/Chapter_12.ipynb @@ -0,0 +1,319 @@ +{ + "metadata": { + "name": "", + "signature": "sha256:24438326f2aac267ced1e2e3aa21e094819eefb50d5f8862608b62208400992d" + }, + "nbformat": 3, + "nbformat_minor": 0, + "worksheets": [ + { + "cells": [ + { + "cell_type": "heading", + "level": 1, + "metadata": {}, + "source": [ + "Chapter 12: Incompressible Flow around a Body" + ] + }, + { + "cell_type": "heading", + "level": 2, + "metadata": {}, + "source": [ + "Example 12.1, Page 399" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "from __future__ import division\n", + "import math\n", + "\n", + "\n", + " #Initializing the variables\n", + "x =35;\n", + "T = 50;\n", + "m = 1;\n", + "g =9.81;\n", + "rho = 1.2;\n", + "A = 1.2;\n", + "U0 = 40*1000/3600; # Velocity in m/s\n", + "\n", + " #Calculations\n", + "L = T*math.sin(math.radians(x))+m*g;\n", + "D =T*math.cos(math.radians(x));\n", + "Cl = 2*L/(rho*U0**2*A);\n", + "Cd = 2*D/(rho*U0**2*A); \n", + "\n", + "print \"Lift Coefficient :\",round(Cl,3)\n", + "print \"Drag Coefficient :\",round(Cd,3)" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "Lift Coefficient : 0.433\n", + "Drag Coefficient : 0.461\n" + ] + } + ], + "prompt_number": 1 + }, + { + "cell_type": "heading", + "level": 2, + "metadata": {}, + "source": [ + "Example 12.2, Page 406" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "from __future__ import division\n", + "import math\n", + "\n", + "\n", + " #Initializing the variables\n", + "Vp =12;\n", + "lp = 40;\n", + "lm = 1;\n", + "As = 2500;\n", + "Dm = 32;\n", + "rhoP = 1025;\n", + "rhoM = 1000;\n", + "Ap = As;\n", + "\n", + " #Calculations\n", + "Am = As/40**2;\n", + "Vm = round(Vp*(lm/lp)**0.5,2);\n", + "Dfm = round(3.7*Vm**1.95*Am,1);\n", + "Rm = Dm - Dfm;\n", + "Rp = Rm *(rhoP/rhoM)*(lp/lm)**2*(Vp/Vm)**2;\n", + "Dfp = 2.9*Vp**1.8*Ap;\n", + "Dp = Rp + Dfp;\n", + "\n", + "print \"Expected total resistance (kN) :\",round(Dp/1000,2)" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "Expected total resistance (kN) : 1407.07\n" + ] + } + ], + "prompt_number": 2 + }, + { + "cell_type": "heading", + "level": 2, + "metadata": {}, + "source": [ + "Example 12.3, Page 410" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "from __future__ import division\n", + "import math\n", + "\n", + "\n", + " #Initializing the variables\n", + "U0 = 80*1000/3600;\n", + "d = 0.02;\n", + "rho =1.2;\n", + "mu = 1.7*10**-5;\n", + "A = 0.02*500; # Projected area of wire\n", + "N = 20; # No of cables\n", + "\n", + " #Calculations\n", + "Re = rho*U0*d/mu;\n", + "Cd = 1.2 # From figure 12.10 for given Re; \n", + "D = 0.5*rho*Cd*A*U0**2\n", + "F = N*D; \n", + "f = 0.198*(U0/d)*(1-19.7/Re);\n", + "\n", + "print \"Total force on tower (kN) :\",round(F/1000,2)\n", + "print \"Frequency (Hz) :\",round(f,1)" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "Total force on tower (kN) : 71.11\n", + "Frequency (Hz) : 219.9\n" + ] + } + ], + "prompt_number": 3 + }, + { + "cell_type": "heading", + "level": 2, + "metadata": {}, + "source": [ + "Example 12.4, Page 415" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "from __future__ import division\n", + "import math\n", + "\n", + "\n", + " #Initializing the variables\n", + "mu = 0.03;\n", + "d = 10**-3;\n", + "rhoP = 1.1*10**3;\n", + "g = 9.81;\n", + "rho0 = 0.9*10**3;\n", + " #Calculations\n", + "B = 18*mu/(d**2*rhoP);\n", + "t = round(4.60/B,4);\n", + "Vt = round(d**2*(rhoP - rho0)*g/(18*mu),5);\n", + "Re = rho0*Vt*d/mu;\n", + "\n", + "print \"Time taken by the particle take to reach 99 per cent of its terminal velocity (s):\",t\n", + "print \"\\nReynolds No corrosponding to the velocity :\",Re" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "Time taken by the particle take to reach 99 per cent of its terminal velocity (s): 0.0094\n", + "\n", + "Reynolds No corrosponding to the velocity : 0.1089\n" + ] + } + ], + "prompt_number": 4 + }, + { + "cell_type": "heading", + "level": 2, + "metadata": {}, + "source": [ + "Example 12.5, Page 417" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "from __future__ import division\n", + "import math\n", + "\n", + "\n", + " #Initializing the variables\n", + "muO = 0.0027;\n", + "Vt = 3*10**-3;\n", + "rhoW = 1000;\n", + "rhoP = 2.4*rhoW;\n", + "rhoO = 0.9*rhoW;\n", + "g = 9.81;\n", + "muA = 1.7*10**-5;\n", + "rhoA = 1.3;\n", + "\n", + " #Calculations\n", + "d = (18*muO*Vt/(rhoP-rhoO)/g)**0.5;\n", + "Re = Vt*d*rhoO/muO;\n", + "\n", + " #Movement of particle in upward direction\n", + "if(Re < 1):\n", + " v = 0.5;\n", + " \n", + " Re=5; # from fig 12.15\n", + " vt = muA*Re/(rhoA*d);\n", + " u = vt+v;\n", + " print \"Velocity of air stream blowing vertically up (m/s) :\",round(u,3) \n", + "else:\n", + " print \"strokes law is not valid\"" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "Velocity of air stream blowing vertically up (m/s) : 1.157\n" + ] + } + ], + "prompt_number": 5 + }, + { + "cell_type": "heading", + "level": 2, + "metadata": {}, + "source": [ + "Example 12.6, Page 429" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "from __future__ import division\n", + "import math\n", + "\n", + "\n", + " #Initializing the variables\n", + "c = 2;\n", + "s = 10;\n", + "rho = 5.33;\n", + "rho_ellip = 1.2;\n", + "D = 400;\n", + "L = 45000;\n", + "scale = 20;\n", + "U_windTunnel = 500;\n", + "U_proto = 400*1000/3600;\n", + "\n", + " #Calculations\n", + "A = c*s;\n", + "U_model = U_windTunnel/scale;\n", + "Cd = D/(0.5*rho*U_model**2*A);\n", + "Cl = L/(0.5*rho_ellip*U_proto**2*A); # Considering elliptical Lift model\n", + "Cdi = Cl**2/(math.pi*s/c); # Aspect Ratio = s/c \n", + "Cdt = Cd + Cdi;\n", + "Dw = 0.5*Cdt*rho_ellip*U_proto**2*A;\n", + "print \"Total drag on full sized wing (kN) :\",round(Dw/1000,2)" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "Total drag on full sized wing (kN) : 2.65\n" + ] + } + ], + "prompt_number": 6 + } + ], + "metadata": {} + } + ] +}
\ No newline at end of file |