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+{
+ "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": {}
+ }
+ ]
+} \ No newline at end of file