{ "metadata": { "name": "", "signature": "sha256:8fbfdaa034f011c9304b20c16adbf915d0a8f58f4b89051b6e8db7227dd1440f" }, "nbformat": 3, "nbformat_minor": 0, "worksheets": [ { "cells": [ { "cell_type": "heading", "level": 1, "metadata": {}, "source": [ "Chapter 7 : Flow Under Varying Head" ] }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 7.1 Page No : 139" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math \n", "from scipy.integrate import quad\n", "\n", "#initialisation of variables\n", "g= 32.2 \t#ft/sec**2\n", "d= 6. \t#ft\n", "di= 2. \t #in\n", "h= 9. \t #ft\n", "Cd= 0.6\n", "\n", "#CALCULATIONS\n", "def fun(H):\n", " return H**-0.5*(d/2)**2*math.pi/(Cd*math.pi*math.sqrt(2*g)/144)\n", "\n", "\n", "vec2=quad(fun,0,h)\n", "T= vec2[0]\n", "\n", "#RESULTS\n", "print 'Time to emptify = %.f sec'%(T)\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "Time to emptify = 1615 sec\n" ] } ], "prompt_number": 2 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 7.2 Page No : 140" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math \n", "from scipy.integrate import quad\n", "\n", "#initialisation of variables\n", "d1= 4. \t#ft\n", "d2= 2. \t #in\n", "l= 300. \t#ft\n", "P= 5. \t #lb/in**2\n", "h1= 3. \t #ft\n", "h2= 6. \t #ft\n", "f= 0.01\n", "\n", "#CALCULATIONS\n", "X= P*2.31*10*(d2/12)**5/(f*l)\n", "A= math.pi*d1**2/4\n", "\n", "def fun(h):\n", " return A*math.sqrt((P*2.31*10*(d2/12)**5/(f*l))-(10*(d2/12)**5*h/(f*l)))/(10*(d2/12)**5/(f*l))/7\n", "\n", "vec2=quad(fun,h1,h2)\n", "T= vec2[0]\n", "\n", "#RESULTS\n", "print 'time for the channel to fall = %.2f sec'%(T)\n", "\n", "# rounding error" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "time for the channel to fall = 689.35 sec\n" ] } ], "prompt_number": 1 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 7.3 Page No : 141" ] }, { "cell_type": "code", "collapsed": false, "input": [ "from scipy.integrate import quad\n", "import math \n", "\n", "#initialisation of variables\n", "d= 10. \t#in\n", "l= 15. \t#ft\n", "di= 3. \t#in\n", "Cd= 0.62 \n", "g=32.2\n", "\n", "#CALCULATIONS\n", "def fun(H):\n", " return -l*2*math.sqrt((d/2)**2-((d/2)-H)**2)/(Cd*(math.pi*(di/12)**2/4)*H**0.5*math.sqrt(2*g))\n", "\n", "vec2=quad(fun,0,d/2)\n", "T= vec2[0]\n", "secs = -T%60\n", "mins = -T/60\n", "#RESULTS\n", "print 'time for the channel to fall = %d mins and %d seconds'%(mins,secs)\n", "\n", "# rounding error" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "time for the channel to fall = 27 mins and 54 seconds\n" ] } ], "prompt_number": 1 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 7.4 Page No : 142" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math \n", "from scipy.integrate import quad\n", "\n", "#initialisation of variables\n", "h= 4. \t#ft\n", "w= 6. \t#ft\n", "l= 100. \t#yd\n", "a= 60. \t#degrees\n", "h1= 3. \t#ft\n", "h2= 2. \t#ft\n", "Cd= 0.6\n", "g=32.2 \t#ft/s**2\n", "\n", "#CALCULATIONS\n", "A= l*3*w\n", "def fun(H):\n", " return -A*H**-2.5/(Cd*(8./15)*(math.tan(math.radians(a/2)))*math.sqrt(2*g))\n", "\n", "vec2=quad(fun,h1,(h1-h2))\n", "T= vec2[0]\n", "\n", "#RESULTS\n", "print 'time for the channel to fall = %.f sec'%(T)\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "time for the channel to fall = 654 sec\n" ] } ], "prompt_number": 14 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 7.5 Page No : 143" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math \n", "\n", "#initialisation of variables\n", "A= 1./16 \t#mile**2\n", "d= 2. \t#ft\n", "h= 18. \t#ft\n", "h1= 5. \t#ft\n", "f= 0.006\n", "l= 200. \t#ft\n", "h2= 10. \t#ft\n", "g= 32.2 \t#ft/sec**2\n", "\n", "#CALCULATIONS\n", "X= math.sqrt(1./((1.5+(4*f*l/d))/(2*g)))\n", "def fun(H):\n", " return A*5280**2*H**-0.5/(math.pi*d**2*X/4)\n", "\n", "vec2=quad(fun,h-h1,h)\n", "T= vec2[0]\n", "hours = T/3600\n", "mins = T%3600/60\n", "\n", "#RESULTS\n", "print 'time for the channel to fall = %d hours and %d mins sec'%(hours,round(mins,-1))\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "time for the channel to fall = 48 hours and 20 mins sec\n" ] } ], "prompt_number": 2 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 7.6 Page No : 144" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math \n", "\n", "#initialisation of variables\n", "l= 8. \t#ft\n", "b= 6. \t#ft\n", "h= 10. \t#ft\n", "r= 3.\n", "Cd= 0.6\n", "A1= 36. \t#ft**2\n", "A2= 12. \t#ft**2\n", "l1= 6. \t#ft\n", "h1= 1. \t#ft\n", "d= 2. \t#in\n", "g=32.2 \t#ft/s**2\n", "\n", "#CALCULATIONS\n", "def fun(H):\n", " return H**-0.5/(Cd*(math.pi*(d/12)**2/4)*math.sqrt(2*g)*((1/A1)+(1/A2)))\n", "\n", "vec2=quad(fun,0,(b-h1))\n", "T= vec2[0]\n", "\n", "#RESULTS\n", "print 'time for the levels to become equal = %.f sec'%(T)\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "time for the levels to become equal = 383 sec\n" ] } ], "prompt_number": 17 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 7.7 Page No : 145" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math \n", "\n", "#initialisation of variables\n", "h1= 3. \t#ft\n", "h2= 4. \t#ft diameter\n", "r= 0.95 \t#m**-1\n", "k= 27.65 \t#sec\n", "Cd= 0.95\n", "\n", "#CALCULATIONS\n", "T= k*(math.log(r*math.sqrt(h2)-1)+(r*math.sqrt(h2)-1))-k*(math.log(r*math.sqrt(h1)-1)+(r*math.sqrt(h1)-1))\n", "h= ((h2-h1)/Cd)**2\n", "\n", "#RESULTS\n", "print 'Time = %.2f sec'%(T)\n", "print ' Increase in water level = %.2f ft'%(h)\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "Time = 16.23 sec\n", " Increase in water level = 1.11 ft\n" ] } ], "prompt_number": 1 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 7.8 Page No : 146" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math \n", "\n", "#initialisation of variables\n", "t= 75. \t#sec\n", "h= 10.5 \t#in constant\n", "h1= 13.5 \t#in\n", "\n", "#CALCULATIONS\n", "r= t*math.pi*math.sqrt(2*h**2)/math.log((math.sqrt(2*h1**2)+h1)/(math.sqrt(2*h**2)-h))\n", "t= -r*((1/h1)-(1/h))\n", "\n", "#RESULTS\n", "print 'A/K = %.f '%(r)\n", "print ' Time taken = %.1f sec'%(t)\n", "\n", "# rounding off error" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "A/K = 1737 \n", " Time taken = 36.8 sec\n" ] } ], "prompt_number": 2 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 7.9 Page No : 148" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math \n", "\n", "#initialisation of variables\n", "g= 9.8 \t#m/sec**2\n", "h1= 10. \t#in\n", "h2= 12. \t#in\n", "r1= 1.32\n", "r2= 1.56\n", "r3= 1.97\n", "r4= 4.10\n", "r5= 2.64\n", "\n", "#CALCULATIONS\n", "Q= math.sqrt(32.2)*(h2/18)**1.5\n", "T= 10**5*(r1+2*r3+r4+4*(r3+r5))/(6*h2*60*60)\n", "\n", "#RESULTS\n", "print 'Actual discharge = %.2f CBH**1.5 cuses'%(Q)\n", "print ' Time = %.1f hr'%(T)\n", "\n", "#The answer is a bit different due to rounding off error in textbook\n", "\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "Actual discharge = 3.09 BH**1.5 cuses\n", " Time = 10.7 hr\n" ] } ], "prompt_number": 20 } ], "metadata": {} } ] }