From 6279fa19ac6e2a4087df2e6fe985430ecc2c2d5d Mon Sep 17 00:00:00 2001 From: kinitrupti Date: Fri, 12 May 2017 18:53:46 +0530 Subject: Removed duplicates --- Engineering_Physics_by_V_Rajendran/Chapter2.ipynb | 153 ++++++++++++++++++++++ 1 file changed, 153 insertions(+) create mode 100755 Engineering_Physics_by_V_Rajendran/Chapter2.ipynb (limited to 'Engineering_Physics_by_V_Rajendran/Chapter2.ipynb') diff --git a/Engineering_Physics_by_V_Rajendran/Chapter2.ipynb b/Engineering_Physics_by_V_Rajendran/Chapter2.ipynb new file mode 100755 index 00000000..417da87c --- /dev/null +++ b/Engineering_Physics_by_V_Rajendran/Chapter2.ipynb @@ -0,0 +1,153 @@ +{ + "metadata": { + "name": "", + "signature": "sha256:ba867fe9fbc8067f0691ccade40c2ad894318b7fde36802aa91fc404852bb7c8" + }, + "nbformat": 3, + "nbformat_minor": 0, + "worksheets": [ + { + "cells": [ + { + "cell_type": "heading", + "level": 1, + "metadata": {}, + "source": [ + "2: Viscosity" + ] + }, + { + "cell_type": "heading", + "level": 2, + "metadata": {}, + "source": [ + "Example number 2.1, Page number 11" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "#importing modules\n", + "import math\n", + "from __future__ import division\n", + "\n", + "#Variable declaration\n", + "eta=8.9*10**-4; #coefficient of viscosity of water(Ns/m**2)\n", + "a=0.054*10**-2; #radius of capillary tube(m)\n", + "l=56*10**-2; #length of capillary tube(m)\n", + "h=34*10**-4; #height of pressure head(m)\n", + "t=5*60; #time of flow(s)\n", + "g=9.8;\n", + "rho=10**3; #density of water(kg/m**3)\n", + "\n", + "#Calculation\n", + "V=math.pi*h*g*rho*(a**4)/(8*eta*l); #volume of water in 1 sec(m**3)\n", + "V5=V*t; #volme of water flowing in 5 minutes(m**3)\n", + "m=V5*rho; #mass of water flowing in 5 minutes(kg)\n", + "\n", + "#Result\n", + "print \"mass of water flowing in 5 minutes is\",round(m*10**3,4),\"g\"" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "mass of water flowing in 5 minutes is 0.6697 g\n" + ] + } + ], + "prompt_number": 5 + }, + { + "cell_type": "heading", + "level": 2, + "metadata": {}, + "source": [ + "Example number 2.2, Page number 12" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "#importing modules\n", + "import math\n", + "from __future__ import division\n", + "\n", + "#Variable declaration\n", + "t1=6; #time taken by water(s)\n", + "t2=3.6; #time taken by alcohol(s)\n", + "rho1=10**3; #density of water(kg/m**3)\n", + "rho2=800; #density of alcohol(kg/m**3)\n", + "eta1=8.9*10**-4; #viscosity of water(Ns/m**2)\n", + "\n", + "#Calculation\n", + "eta2=t2*rho2*eta1/(t1*rho1); #viscosity of alcohol(Ns/m**2)\n", + "\n", + "#Result\n", + "print \"viscosity of alcohol is\",eta2*10**4,\"*10**-4 Ns/m**2\"" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "viscosity of alcohol is 4.272 *10**-4 Ns/m**2\n" + ] + } + ], + "prompt_number": 7 + }, + { + "cell_type": "heading", + "level": 2, + "metadata": {}, + "source": [ + "Example number 2.3, Page number 12" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "#importing modules\n", + "import math\n", + "from __future__ import division\n", + "\n", + "#Variable declaration\n", + "sigma=1.26*10**-3; #density of medium(kg/m**3)\n", + "eta=2*10**-5; #viscosity of medium(Ns/m**2)\n", + "r=0.2*10**-2; #radius of body(m)\n", + "rho=8*10**-3; #density of body(kg/m**3)\n", + "g=9.8;\n", + "\n", + "#Calculation\n", + "v=2*(r**2)*(rho-sigma)*g/(9*eta); #terminal velocity(m/s)\n", + "\n", + "#Result\n", + "print \"terminal velocity is\",round(v*10**3,4),\"*10**-3 m/s\"" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "terminal velocity is 2.9356 *10**-3 m/s\n" + ] + } + ], + "prompt_number": 12 + } + ], + "metadata": {} + } + ] +} \ No newline at end of file -- cgit