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author | kinitrupti | 2017-05-12 18:53:46 +0530 |
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committer | kinitrupti | 2017-05-12 18:53:46 +0530 |
commit | 6279fa19ac6e2a4087df2e6fe985430ecc2c2d5d (patch) | |
tree | 22789c9dbe468dae6697dcd12d8e97de4bcf94a2 /Fluid_Mechanics_by_John_F._Douglas/Chapter_9.ipynb | |
parent | d36fc3b8f88cc3108ffff6151e376b619b9abb01 (diff) | |
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diff --git a/Fluid_Mechanics_by_John_F._Douglas/Chapter_9.ipynb b/Fluid_Mechanics_by_John_F._Douglas/Chapter_9.ipynb new file mode 100755 index 00000000..5d9fe9d6 --- /dev/null +++ b/Fluid_Mechanics_by_John_F._Douglas/Chapter_9.ipynb @@ -0,0 +1,337 @@ +{ + "metadata": { + "name": "", + "signature": "sha256:38d704564aa6536fc6da296a78f2a33e8cb9eb20a3ce0fa8f700546de7fd07b5" + }, + "nbformat": 3, + "nbformat_minor": 0, + "worksheets": [ + { + "cells": [ + { + "cell_type": "heading", + "level": 1, + "metadata": {}, + "source": [ + "Chapter 9: Similarity" + ] + }, + { + "cell_type": "heading", + "level": 2, + "metadata": {}, + "source": [ + "Example 9.1, Page 291" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "from __future__ import division\n", + "import math\n", + "\n", + "\n", + " #Initializing the variables\n", + "Vp = 10;\n", + "LpByLm = 20;\n", + "rhoPbyRhoM = 1;\n", + "muPbymuM = 1;\n", + " #Calculations\n", + "Vm = Vp*LpByLm*rhoPbyRhoM*muPbymuM;\n", + " \n", + "print \"Mean water tunnel flow velocity (m/s) :\",Vm" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "Mean water tunnel flow velocity (m/s) : 200\n" + ] + } + ], + "prompt_number": 2 + }, + { + "cell_type": "heading", + "level": 2, + "metadata": {}, + "source": [ + "Example 9.2, Page 292" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "from __future__ import division\n", + "import math\n", + " \n", + "\n", + " #Initializing the variables\n", + "Vp = 3;\n", + "LpByLm = 30;\n", + "rhoPbyRhoM = 1;\n", + "muPbymuM = 1;\n", + "\n", + " #Calculations\n", + "Vm = Vp*LpByLm*rhoPbyRhoM*muPbymuM;\n", + " \n", + "print \"Mean water tunnel flow velocity (m/s):\",Vm" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "Mean water tunnel flow velocity (m/s): 90\n" + ] + } + ], + "prompt_number": 3 + }, + { + "cell_type": "heading", + "level": 2, + "metadata": {}, + "source": [ + "Example 9.3, Page 293" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "from __future__ import division\n", + "import math\n", + " \n", + "\n", + " #Initializing the variables\n", + "Vp = 100;\n", + "cP = 340;\n", + "cM = 295;\n", + "rhoM = 7.7;\n", + "rhoP = 1.2;\n", + "muM = 1.8*10**-5;\n", + "muP = 1.2*10**-5;\n", + "\n", + " #Calculations\n", + "Vm = Vp*(cM/cP);\n", + "LmByLp = 1/((Vm/Vp)*(muM/muP)*(rhoM/rhoP));\n", + "FmByFp = (rhoM/rhoP)*(Vm/Vp)**2*(LmByLp)**2;\n", + "\n", + "print 'Mean wind tunnel flow velocity(m/s) :',round(Vm,2)\n", + "print \"Percentage ratio of forces (%) :\",round(FmByFp*100,2)" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "Mean wind tunnel flow velocity(m/s) : 86.76\n", + "Percentage ratio of forces (%) : 6.93\n" + ] + } + ], + "prompt_number": 4 + }, + { + "cell_type": "heading", + "level": 2, + "metadata": {}, + "source": [ + "Example 9.4, Page 295" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "from __future__ import division\n", + "import math\n", + " \n", + "\n", + " #Initializing the variables\n", + "def pLossRatio(RatRho,RatMu,RatL):\n", + " Z = RatRho*RatMu**2*RatL**2;\n", + " return Z\n", + "\n", + " #Calculations\n", + " #Case (a) : water is used\n", + "RatRho = 1;\n", + "RatMu = 1;\n", + "RatL = 10;\n", + "print \"(a)Ratio of pressure losses between the model and the prototype if water is used :\",pLossRatio(RatRho,RatMu,RatL)\n", + "\n", + "# Case (b) : air is used\n", + "RatRho = 1000/1.23;\n", + "RatMu = 1.8*10**-5/10**-3;\n", + "\n", + "print \"(b)Ratio of pressure losses between the model and the prototype if air is used :\",round(pLossRatio(RatRho,RatMu,RatL),2)" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "(a)Ratio of pressure losses between the model and the prototype if water is used : 100\n", + "(b)Ratio of pressure losses between the model and the prototype if air is used : 26.34\n" + ] + } + ], + "prompt_number": 5 + }, + { + "cell_type": "heading", + "level": 2, + "metadata": {}, + "source": [ + "Example 9.5, Page 296" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "from __future__ import division\n", + "import math\n", + " \n", + " #Initializing the variables\n", + "scale = 1/50;\n", + "ratArea = scale**2;\n", + "Qp = 1200;\n", + "\n", + " #Calculations\n", + "LmByLp = (ratArea)**0.5;\n", + "VmByVp = (LmByLp)**0.5;\n", + "Qm = Qp*ratArea*VmByVp;\n", + "\n", + "print \"Water flow rate (m3/s ):\",round(Qm,3)" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "Water flow rate (m3/s ): 0.068\n" + ] + } + ], + "prompt_number": 6 + }, + { + "cell_type": "heading", + "level": 2, + "metadata": {}, + "source": [ + "Example 9.6, Page 298" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "from __future__ import division\n", + "import math\n", + " \n", + " #Initializing the variables\n", + "Qa = 2;\n", + "Na = 1400;\n", + "rhoA = 0.92;\n", + "rhoS = 1.3;\n", + "DaByDs = 1;\n", + "dPa = 200;\n", + "\n", + " #Calculations\n", + "Ns = Na*(rhoA/rhoS)*(DaByDs);\n", + "Qs = Qa*(Ns/Na);\n", + "dPs = dPa *(rhoS/rhoA)*(Ns/Na)**2*(1/DaByDs)**2;\n", + "\n", + "print \"Fan test speed (rev/s):\",round(Ns,1)\n", + "print \"Flow rate (m3/s) :\",round(Qs,3)\n", + "print \"Pressure rise (N/m2 ) :\",round(dPs,1) " + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "Fan test speed (rev/s): 990.8\n", + "Flow rate (m3/s) : 1.415\n", + "Pressure rise (N/m2 ) : 141.5\n" + ] + } + ], + "prompt_number": 7 + }, + { + "cell_type": "heading", + "level": 2, + "metadata": {}, + "source": [ + "Example 9.8, Page 304" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "from __future__ import division\n", + "import math\n", + " \n", + "\n", + " #Initializing the variables\n", + "V = 300 # Volume rate\n", + "w = 3;\n", + "d = 65;\n", + "l = 30;\n", + "scaleH = 30/1000/18;\n", + "scaleV = 1/60;\n", + "ZmByZr = 1/60;\n", + "LmByLr = 1/600;\n", + "rho = 1000;\n", + "mu = 1.14*10**-3;\n", + "\n", + " #Calculations\n", + "Vr = V/(w*d); \n", + "Vm =Vr*(ZmByZr)**0.5;\n", + "m = (w*d*scaleH*scaleV)/(d*scaleH + 2*w*scaleV);\n", + "Rem = rho*Vm*m/mu;\n", + "TmByTr = LmByLr*(1/ZmByZr)**0.5;\n", + "Tm = 12.4*60*TmByTr;\n", + "\n", + "\n", + "\n", + "print \"Tidal Period (minutes):\",round(Tm,1)" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "Tidal Period (minutes): 9.6\n" + ] + } + ], + "prompt_number": 8 + } + ], + "metadata": {} + } + ] +}
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