{ "metadata": { "name": "", "signature": "sha256:e51408600d11e929cd24c31057edae00d199336d2c2b7260dda7e3b7642c128f" }, "nbformat": 3, "nbformat_minor": 0, "worksheets": [ { "cells": [ { "cell_type": "heading", "level": 1, "metadata": {}, "source": [ "Chapter 3 : Conservation Principle of Mass" ] }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 3.3 Page No : 100" ] }, { "cell_type": "code", "collapsed": false, "input": [ "import math \n", "\t\t\t\n", "#Initialization of variables\n", "d1 = 60. \t\t\t#diameter of a section of pipe - cm\n", "V1 = 45. \t\t\t#velocity of water - cm/s\n", "d2 = 90. \t\t\t#diameter of enlarged section - cm\n", "\t\t\t\n", "#calculations\n", "V2 = V1*d1**2 /d2**2\n", "Q = math.pi/4 *d1**2 *V1 *10**-6\n", "\t\t\t\n", "#results\n", "print \"Velocity at point 2 = %d cm/s\"%(V2)\n", "print \" FLow rate = %.4f m**3/s\"%(Q)" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "Velocity at point 2 = 20 cm/s\n", " FLow rate = 0.1272 m**3/s\n" ] } ], "prompt_number": 1 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 3.4 Page No : 100" ] }, { "cell_type": "code", "collapsed": false, "input": [ "\t\t\t\n", "#Initialization of variables\n", "dn1 = 4 \t\t\t#spacing between streamlines - cm\n", "v1 = 300. \t\t\t#velocity - cm/s\n", "dn2 = 2.5 \t\t\t#spacing - cm\n", "\t\t\t\n", "#calculations\n", "v2 = v1*dn1/dn2\n", "\t\t\t\n", "#results\n", "print \"Velocity = %.1f m/s\"%(v2/100)" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "Velocity = 4.8 m/s\n" ] } ], "prompt_number": 2 } ], "metadata": {} } ] }