{ "metadata": { "name": "", "signature": "sha256:9eaab2b896a6bb6c961934db80d46f26a50e6de94b234af0dcf8aaeaefc72384" }, "nbformat": 3, "nbformat_minor": 0, "worksheets": [ { "cells": [ { "cell_type": "heading", "level": 1, "metadata": {}, "source": [ "Chapter 10:Open Channel Flow" ] }, { "cell_type": "heading", "level": 3, "metadata": {}, "source": [ "Example 10.2 Page no.572" ] }, { "cell_type": "code", "collapsed": false, "input": [ "%pylab inline" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "\n", "Welcome to pylab, a matplotlib-based Python environment [backend: module://IPython.zmq.pylab.backend_inline].\n", "For more information, type 'help(pylab)'.\n" ] } ], "prompt_number": 1 }, { "cell_type": "code", "collapsed": false, "input": [ "\n", "#Given\n", "z2=0.5 #ft\n", "q=5.75 #(ft**2)/sec\n", "y1=2.3 #ft\n", "z1=0 #ft\n", "V1=2.5 #ft/sec\n", "\n", "#calculation\n", "#bernoulli equation\n", "a=y1+((V1**2)/(2*32.2))+z1-z2 #ft where a=y2+((V**2)/(2*g))\n", "#continuity equation\n", "from scipy.optimize import fsolve\n", "#Calculation\n", "b=(y1*V1) #(ft**2/sec) where b=(y2*V2)\n", "#From b and bernouli eq. f=y**3-1.90*y**2+0.513\n", "def f(y):\n", " f1=y**3-1.90*y**2+0.513\n", " return(f1)\n", "y=fsolve(f,2)\n", "L=y+z2\n", "print \"Surface Elevation is \",round(L,2),\"ft\"\n", "\n", "#Plot\n", "E=[3,2,1.51,2.4,3]\n", "Y=[2.9,1.8,1.01,0.5,0.4]\n", "a=plot(E,Y)\n", "xlabel(\"E ft\") \n", "ylabel(\"Y (ft)\") \n", "plt.xlim((0,4))\n", "plt.ylim((0,4))\n", "show(a)\n", "\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "Surface Elevation is 2.23 ft\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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hHmvxpC9VEwz+su7BnTo1Gg0qKiqQmJiItLQ0VFdX+7RGd6ihL92htr6sr6+H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\n1MD8AAAAAElFTkSuQmCC\n" } ], "prompt_number": 1 }, { "cell_type": "heading", "level": 3, "metadata": {}, "source": [ "Example 10.3 Page no.579" ] }, { "cell_type": "code", "collapsed": false, "input": [ "\n", "#Given\n", "y=5.0 #ft\n", "angle=40.0 #degree\n", "l=12.0 #ft\n", "rate=1.4 #ft per 1000 ft of length\n", "K=1.49\n", "\n", "#Calculation \n", "import math\n", "A=(l*y)+(y*y/math.tan(angle*math.pi/180)) #ft\n", "P=(l+(2*y/math.sin(angle*math.pi/180))) #ft\n", "Rh=A/P\n", "S0=rate/10**3\n", "x=K*(A)*(Rh**(0.666667))*(S0**(0.5)) #where Rh=Q*n\n", "n=0.012\n", "Q=x/n #cfs\n", "\n", "#Result\n", "print \"The flowrate=\",round(Q,0),\"cfs\"\n", "V=Q/A #ft/sec\n", "Fr=V/(32.2*y)**(0.5)\n", "print \"Froude number=\",round(Fr,2)\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The flowrate= 917.0 cfs\n", "Froude number= 0.8\n" ] } ], "prompt_number": 2 }, { "cell_type": "heading", "level": 3, "metadata": {}, "source": [ "Example 10.4 Page no.580" ] }, { "cell_type": "code", "collapsed": false, "input": [ "\n", "y=5 #ft\n", "angle=40 #degree\n", "l=12 #ft\n", "rate=1.4 #ft per 1000 ft of length\n", "Q=10 #m**3/sec\n", "bw=l*1/3.281 #m where bw=bottom width \n", "\n", "#Calculation\n", "import math\n", "from scipy.optimize import fsolve\n", "#A=(l*y)+(y*y/math.tan(angle*math.pi/180)) ft**2\n", "#A=1.19*y**2+3.66*y area interms of distance depth y, 1.19,3.66 are constant\n", "#Rh=1.19*y**2+3.66*y/((3.11*y+3.66)**2)\n", "#P=bw(2*y/math.sin(angle*math.pi/180)) m\n", "#Rh=A/P\n", "#Q=10=k*A*Rh**2/3*So**0.5/(n)\n", "n=0.03 #From table 10.1\n", "\n", "def f(y):\n", " f1=((1.19*y**2+3.66*y)**5-515*(3.11*y+3.66)**2) #digits used are costants which is used in the area equation.\n", " return(f1)\n", "y=fsolve(f,2)\n", "\n", "#Result\n", "print \"The depth of the flow=\",round(y,1),\"m\"" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The depth of the flow= 1.5 m\n" ] } ], "prompt_number": 4 }, { "cell_type": "heading", "level": 3, "metadata": {}, "source": [ "Example 10.7 Page no.583" ] }, { "cell_type": "code", "collapsed": false, "input": [ "\n", "#Given\n", "S0=0.002\n", "n1=0.02\n", "z1=0.6 #ft\n", "n2=0.015\n", "n3=0.03\n", "z2=0.8 #ft\n", "#length of section 1 ,2,3\n", "l1=3.0 #ft\n", "l2=2.0 #ft\n", "l3=3.0 #ft\n", "#Area\n", "A1=l1*(z1) #ft**2\n", "A2=l2*(y) #ft**2\n", "A3=l3*(z1) #ft**2\n", "#Pressure head\n", "P1=l1+z1 #ft\n", "P2=l2+(2*z2) #ft\n", "P3=l3+z1 #ft\n", "Rh1=A1/P1 #ft\n", "Rh2=A2/P2 #ft\n", "Rh3=A3/P3 #ft\n", "y=z1+z2 #ft\n", "K=1.49\n", "\n", "#Calculation\n", "Q=K*(S0**(0.5))*((A1*(Rh1**(0.667))/n1)+(A3*(Rh3**(0.667))/n3)+(A2*(Rh2**(0.667))/n2)) #(ft**3)/sec\n", "\n", "#Result\n", "print \"The flowrate=\",round(Q,1),\"ft**3/s\" \n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The flowrate= 16.8 ft**3/s\n" ] } ], "prompt_number": 26 }, { "cell_type": "heading", "level": 3, "metadata": {}, "source": [ "Example 10.8 Page no.584" ] }, { "cell_type": "code", "collapsed": false, "input": [ "\n", "aspratio=2 #asp ratio=aspect ratio=b/y\n", "\n", "#result\n", "print \"The aspect ratio=\",aspratio,\":1\"\n", "\n", "#Plot\n", "b=[0.5,1.2,2,5]\n", "q=[0.85,0.98,1,0.93]\n", "a=plot(b,q)\n", "xlabel(\"b/y \") \n", "ylabel(\"q/qmax\") \n", "plt.xlim((0,5))\n", "plt.ylim((0.80,1.05))\n", "show(a)\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The aspect ratio= 2 :1\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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"text": [ "" ] } ], "prompt_number": 14 }, { "cell_type": "heading", "level": 3, "metadata": {}, "source": [ "Example 10.9 Page no.593" ] }, { "cell_type": "code", "collapsed": false, "input": [ "\n", "#Given\n", "w=100 #ft\n", "y1=0.6 #ft\n", "V1=18 #ft/sec\n", "Fr1=V1/(32.2*y1)**0.5\n", "print \"The Froude number before the jump=\",round(Fr1,2)\n", "yratio=0.5*(-1+(1+(8*(Fr1**2)))**0.5) #where yratio=y2/y1\n", "y2=y1*yratio #ft\n", "print \"The depth after the jump=\",round(y2,2),\"ft\"\n", "#Q1=Q2, hence\n", "V2=(y1*V1)/y2 #ft/sec\n", "Fr2=V2/(32.2*y2)**0.5\n", "print \"The froude number after the jump=\",round(Fr2,2)\n", "Q=w*y1*V1#(ft**3)/sec\n", "hL=(y1+(V1*V1/(32.2*2)))-(y2+(V2*V2/(2*32.2))) #ft\n", "Pd=62.4*hL*Q/550 #hp\n", "print \"Power dissipated within the jump=\",round(Pd,3),\"hp\"\n", "\n", "#Plot\n", "b=[1.54,1.2,0.8,0.6,0.4]\n", "P=[0,10,80,277,900]\n", "a=plot(b,P)\n", "xlabel(\"b (ft)\") \n", "ylabel(\"P (hp)\") \n", "plt.xlim((0,1.6))\n", "plt.ylim((0,1000))\n", "show(a)\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The Froude number before the jump= 4.1\n", "The depth after the jump= 3.19 ft\n", "The froude number after the jump= 0.33\n", "Power dissipated within the jump= 277.539 hp\n" ] }, { "metadata": {}, "output_type": "display_data", "png": 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