diff options
author | Jovina Dsouza | 2014-07-09 14:16:11 +0530 |
---|---|---|
committer | Jovina Dsouza | 2014-07-09 14:16:11 +0530 |
commit | 69673d5117384d1efe3d3ce81130b1ac25718277 (patch) | |
tree | 2c861796584af516aad7fcad24d7c0560568b4a9 /Mechanics_Of_Fluids/ch4.ipynb | |
parent | 14e9455fda0dbd61d1e8539d9e9b8ce303e81d06 (diff) | |
download | Python-Textbook-Companions-69673d5117384d1efe3d3ce81130b1ac25718277.tar.gz Python-Textbook-Companions-69673d5117384d1efe3d3ce81130b1ac25718277.tar.bz2 Python-Textbook-Companions-69673d5117384d1efe3d3ce81130b1ac25718277.zip |
adding book
Diffstat (limited to 'Mechanics_Of_Fluids/ch4.ipynb')
-rwxr-xr-x | Mechanics_Of_Fluids/ch4.ipynb | 457 |
1 files changed, 457 insertions, 0 deletions
diff --git a/Mechanics_Of_Fluids/ch4.ipynb b/Mechanics_Of_Fluids/ch4.ipynb new file mode 100755 index 00000000..8c70a7d4 --- /dev/null +++ b/Mechanics_Of_Fluids/ch4.ipynb @@ -0,0 +1,457 @@ +{ + "metadata": { + "name": "" + }, + "nbformat": 3, + "nbformat_minor": 0, + "worksheets": [ + { + "cells": [ + { + "cell_type": "heading", + "level": 1, + "metadata": {}, + "source": [ + "Chapter 4 : Bernoulli's Equation and Measurement of Flow of Incompressible Fluids" + ] + }, + { + "cell_type": "heading", + "level": 3, + "metadata": {}, + "source": [ + "Example 4.1.1 page no : 74" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "\n", + "#initialisation of variables\n", + "\n", + "H= 33. \t\t\t#ft lbf/lbf\n", + "Q= 100. \t\t\t#ft**3/min\n", + "w= 62.4 \t\t\t#lbf/ft**3\n", + "s= 0.8\n", + "\t\t\t\n", + "#CALCULATIONS\n", + "P= s*w*Q*H/33000.\n", + "\t\t\t\n", + "#RESULTS\n", + "print ' power required= %.2f h.p'%(P)\n", + " " + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + " power required= 4.99 h.p\n" + ] + } + ], + "prompt_number": 1 + }, + { + "cell_type": "heading", + "level": 3, + "metadata": {}, + "source": [ + "Example 4.2.2 page no : 78" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "\n", + "#initialisation of variables\n", + "\n", + "import math \n", + "g= 32.2 \t\t\t#ft/sec**2\n", + "h= 1. \t\t\t #in\n", + "ww= 62.4 \t\t\t#lbf/ft**3\n", + "w= 0.0764 \t\t\t#lbf/ft**3\n", + "\t\t\t\n", + "#CALCULATIONS\n", + "u= math.sqrt(2*g*h*(1./12)*(ww/w))\n", + "\t\t\t\n", + "#RESULTS\n", + "print ' speed of air through the tunnel= %.1f ft/sec'%(u)\n" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + " speed of air through the tunnel= 66.2 ft/sec\n" + ] + } + ], + "prompt_number": 2 + }, + { + "cell_type": "heading", + "level": 3, + "metadata": {}, + "source": [ + "Example 4.3.1. page no : 82" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "\n", + "#initialisation of variables\n", + "import math \n", + "za= 0. \t\t\t#ft\n", + "zb= 12. \t\t\t#ft\n", + "w= 62.3 \t\t\t#lbf/ft**2\n", + "pa= 750. \t\t\t#lbf/in**2\n", + "p= 700. \t\t\t#lbf/in**2\n", + "ua= 3. \t\t\t#ft/sec\n", + "g= 32.2 \t\t\t#ft/sec**2\n", + "d= 2. \t\t\t#in**2\n", + "\t\t\t\n", + "#CALCULATIONS\n", + "ub= 4*ua\n", + "Hl= (za-zb)+((pa-p)*144/w)+(ua**2-ub**2)/(2*g)\n", + "P= (w*ua*(math.pi/4)*Hl*d**2)/(144*550.)\n", + "\t\t\t\n", + "#RESULTS\n", + "print ' horse-power expended in over coming losses= %.2f h.p'%(P)\n" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + " horse-power expended in over coming losses= 0.75 h.p\n" + ] + } + ], + "prompt_number": 3 + }, + { + "cell_type": "heading", + "level": 3, + "metadata": {}, + "source": [ + "Example 4.4.1 pageno : 85" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "\n", + "#initialisation of variables\n", + "import math \n", + "d= 1. \t\t\t#in\n", + "d1= 3. \t\t\t#in\n", + "h= 9. \t\t\t#in\n", + "p= 3. \t\t\t#percent\n", + "g= 32.2 \t\t\t#ft/sec**2\n", + "s= 13.6 \t\t\t#gm/cm**3\n", + "a= 0.97\n", + "\t\t\t\n", + "#CALCULATIONS\n", + "Ka= 1./(1-(d/d1)**2)\n", + "C= Ka*math.pi*(d/2)**2*math.sqrt(2*g*(s-1))/144\n", + "C1= a*C\n", + "Q= C1*h/12.\n", + "\t\t\t\n", + "#RESULTs\n", + "print ' flow rate = %.2f ft**3/sec '%(Q)\n" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + " flow rate = 0.13 ft**3/sec \n" + ] + } + ], + "prompt_number": 5 + }, + { + "cell_type": "heading", + "level": 3, + "metadata": {}, + "source": [ + "Example 4.4.2 page no : 86" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "\n", + "#initialisation of variables\n", + "import math \n", + "Q= 1.4 \t\t\t#ft**3/sec\n", + "d= 6. \t\t\t#in\n", + "d1= 3. \t\t\t#in\n", + "h= 9. \t\t\t#in\n", + "s= 13.6/0.78\n", + "Cd= 0.96\n", + "g= 32.2 \t\t\t#ft/sec**2\n", + "w= 62.3 \t\t\t#lb/ft**3\n", + "\t\t\t\n", + "#CALCULATIONS\n", + "h1= (Q*4.*12**2/(Cd*math.pi*d1**2))**2*(1-(d1/(2*d))**2)/(2*g*(s-1))\n", + "dpbyw= (h/12.)+((s)-1)*h1\n", + "dp= dpbyw*h1*w/144.\n", + "\t\t\t\n", + "#RESULTS\n", + "print ' pressure difference = %.2f lbf/in**2 '%(dp)\n", + "\n", + "# Note : answer may be vary because of rounding error." + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + " pressure difference = 4.60 lbf/in**2 \n" + ] + } + ], + "prompt_number": 1 + }, + { + "cell_type": "heading", + "level": 3, + "metadata": {}, + "source": [ + "Example 4.5.1 page no : 88" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "\n", + "#initialisation of variables\n", + "import math \n", + "C= 0.6\n", + "s= 0.0767 \t\t\t#lbf/ft**3\n", + "g= 32.2 \t\t\t#ft/sec**2\n", + "w= 62.4 \t\t\t#lbf/ft**3\n", + "Hw= 0.7 \t\t\t#in\n", + "\t\t\t\n", + "#CALCULATIONS\n", + "Ha= Hw*w/(s*12)\n", + "Q= C*math.pi*math.sqrt(2*g*Ha)/144.\n", + "\t\t\t\n", + "#RESULTS\n", + "print ' volumetric flow rate = %.3f ft**3/sec '%(Q)\n" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + " volumetric flow rate = 0.724 ft**3/sec \n" + ] + } + ], + "prompt_number": 7 + }, + { + "cell_type": "heading", + "level": 3, + "metadata": {}, + "source": [ + "Example 4.5.3 pageno : 89" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "\n", + "\n", + "#initialisation of variables\n", + "import math \n", + "g= 32.2 \t\t#ft/sec**2\n", + "h= 5. \t\t\t#ft\n", + "Q= 0.6 \t\t\t#ft**3/sec\n", + "Cd= 0.6\n", + "d= 2. \t\t\t#in\n", + "Q1= 0.315 \t\t#ft**3/sec\n", + "h1= 8. \t\t\t#ft\n", + "h2= 2. \t\t\t#ft\n", + "A= 9. \t\t\t#ft**2\n", + "\t\t\t\n", + "#CALCULATIONS\n", + "H= Q1**2./((Cd*math.pi*(d/24.)**2.)**2.*2*g)\n", + "T= A*2*(math.sqrt(h1)-math.sqrt(h2))/(Cd*math.sqrt(2.*g)*60.*(d/24.)**2)\n", + "dhbyt= (Q-Cd*math.pi*(d/24.)**2*math.sqrt(2*g*h))*60*12/(math.pi*A)\n", + "\t\t\t\n", + "#RESULTS\n", + "print 'depth of the water = %.f ft '%(H)\n", + "print 'time taken = %.1f min '%(T)\n", + "print 'rate of rise in water = %.1f in/min '%(dhbyt)\n" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "depth of the water = 9 ft \n", + "time taken = 12.7 min \n", + "rate of rise in water = 9.3 in/min \n" + ] + } + ], + "prompt_number": 9 + }, + { + "cell_type": "heading", + "level": 3, + "metadata": {}, + "source": [ + "Example 4.6.1 page no : 91" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "\n", + "\n", + "#initialisation of variables\n", + "import math \n", + "d= 8. \t\t\t#in\n", + "d1= 1.5 \t\t#in\n", + "Cd= 0.65\n", + "w= 62.3 \t\t#lbf.ft**3\n", + "W= 25. \t\t\t#tonf\n", + "u= 5. \t\t\t#miles/hour\n", + "u1= 20.5 #miles/hour\n", + "\t\t\t\n", + "#CALCULATIONS\n", + "ds= W*2240*d1**4*Cd**2*math.log(u1/u)/(w*d**4*math.pi*(d/24)**2)\n", + "T= W*2240*d1**4*Cd**2*((5/(u*7.33))-(20/(u1*29.35)))/(w*d**4*math.pi*(d/24)**2)\n", + "\n", + "\n", + "#RESULTS\n", + "print ' Distance that piston moves= %.2f ft '%(ds)\n", + "print ' time taken = %.4f sec '%(T)\n", + "print \" Answers may vary because of rounding error.\"" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + " Distance that piston moves= 1.90 ft \n", + " time taken = 0.1388 sec \n", + " Answers may vary because of rounding error.\n" + ] + } + ], + "prompt_number": 6 + }, + { + "cell_type": "heading", + "level": 3, + "metadata": {}, + "source": [ + "Example 4.7.1 page no : 94" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "\n", + "#initialisation of variables\n", + "\n", + "c= 0.002378 \t\t\t#slug/ft**3\n", + "u= 420. \t\t\t#mile/hour.\n", + "\t\t\t\n", + "#CALCULATIONS\n", + "P= 0.5*c*u*616**2/420.\n", + "\t\t\t\n", + "#RESULTS\n", + "print ' Dynamic pressure= %.f lbf/ft**2 '%(P)\n" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + " Dynamic pressure= 451 lbf/ft**2 \n" + ] + } + ], + "prompt_number": 11 + }, + { + "cell_type": "heading", + "level": 3, + "metadata": {}, + "source": [ + "Example 4.8.2 page no : 97" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "\n", + "#initialisation of variables\n", + "import math \n", + "g= 32.2 \t\t\t#ft/sec**2\n", + "A= 13. \t\t\t#in**2\n", + "l= 10. \t\t\t#in**1.5\n", + "\t\t\t\n", + "#CALCULATIONS\n", + "Q= 2*math.pi*1.05*math.sqrt(2*g*12.)*A*l/1728.\n", + "\t\t\t\n", + "#RESULTS\n", + "print ' Rate of flow= %.1f ft**3/sec '%(Q)\n", + "print 'Answer may vary because of rounding error'" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + " Rate of flow= 13.8 ft**3/sec \n", + "Answer may vary because of rounding error\n" + ] + } + ], + "prompt_number": 13 + } + ], + "metadata": {} + } + ] +}
\ No newline at end of file |