{ "metadata": { "name": "", "signature": "sha256:8b08667e1cca98a07d013ad939243dc9add7485e8e9e19c3e7221c1a62e2d3d1" }, "nbformat": 3, "nbformat_minor": 0, "worksheets": [ { "cells": [ { "cell_type": "heading", "level": 1, "metadata": {}, "source": [ "Chapter 12 : Fluid Measurements" ] }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 12.1 Page No : 417" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math \n", "\t\n", "#Initialization of variables\n", "P1 = 10. \t#psia\n", "Q = 0.6 \t#cfs\n", "A1 = 0.0491 #ft**2\n", "g = 32.2\n", "V = 39.2\t#fps\n", "A0 = 0.0218 #ft**2\n", "d1 = 2. \t#in\n", "d2 = 3. \t#in\n", "\t\n", "#calculations\n", "Phead = P1*144/62.4\n", "V1 = Q/A1\n", "V2i = math.sqrt(2*g*(Phead + V1**2 /(2*g)))\n", "Cv = V/V2i\n", "A2 = Q/V\n", "Cc = A2/A0\n", "Cd = Cc*Cv\n", "hL = (1/Cv**2 -1)*(1- (d1/d2)**4)*V**2 /(2*g)\n", "\t\n", "#Results\n", "print \" Cc = %.2f \"%(Cc)\n", "print \" Cd = %.2f\"%(Cd)\n", "print \" Cv = %.2f\"%(Cv)\n", "print \" Head loss = %.2f ft\"%(hL)\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ " Cc = 0.70 \n", " Cd = 0.68\n", " Cv = 0.97\n", " Head loss = 1.23 ft\n" ] } ], "prompt_number": 1 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 12.2 Page No : 425" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math \n", "\t\n", "#Initialization of variables\n", "d = 2. \t#in\n", "g = 32.2\n", "d1 = 3. \t#in\n", "k = 1.06\n", "\t\n", "#calculations\n", "A2 = math.pi/4 *d**2 /144\n", "dp = d/12\n", "Q = k*A2*math.sqrt(2*g*dp)\n", "A = math.pi/4 *(d1/12)**2\n", "V1 = Q/A\n", "K2 = 1.04\n", "Q2 = K2/k *Q\n", "\t\n", "#Results\n", "print \"Flow rate = %.4f cfs\"%(Q2)\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "Flow rate = 0.0743 cfs\n" ] } ], "prompt_number": 2 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 12.3 Page No : 428" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math \n", "\t\n", "#Initialization of variables\n", "P1 = 700. \t#kN/m**2\n", "P2 = 400. \t#kN/m**2\n", "D2 = 12.5 \t#cm\n", "D1 = 25. \t#cm\n", "C = 0.985\n", "g = 9.81\n", "R = 287. \t#m**2/s**2 K\n", "T = 273.+20 \t#K\n", "\t\n", "#calculations\n", "Pr = P2/P1\n", "Dr = D2/D1\n", "Y = 0.72\n", "gam1 = P1*g/(R*T)\n", "G = C*Y*math.pi/4 *(D2/100)**2 *math.sqrt(2*g*gam1*(P1-P2)/(1- Dr**4))\n", "\t\n", "#Results\n", "print \"Weight flow rate = %.4f kN/s\"%(G)\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "Weight flow rate = 0.1971 kN/s\n" ] } ], "prompt_number": 3 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 12.4 Page No : 432" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math \n", "\t\n", "#Initialization of variables\n", "V = 3. \t#fps\n", "y = 1. \t#ft\n", "L = 4. \t#ft\n", "\t\n", "#calculations\n", "H = (V*y/3.33)**(2./3)\n", "P = L-H\n", "\t\n", "#Results\n", "print \"Height of weir = %.2f ft\"%(P)\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "Height of weir = 3.07 ft\n" ] } ], "prompt_number": 4 } ], "metadata": {} } ] }