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authordebashisdeb2014-06-20 15:42:42 +0530
committerdebashisdeb2014-06-20 15:42:42 +0530
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treef54eab21dd3d725d64a495fcd47c00d37abed004 /Industrial_Instrumentation/Chapter_6.ipynb
parenta78126bbe4443e9526a64df9d8245c4af8843044 (diff)
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removing problem statements
Diffstat (limited to 'Industrial_Instrumentation/Chapter_6.ipynb')
-rw-r--r--Industrial_Instrumentation/Chapter_6.ipynb786
1 files changed, 405 insertions, 381 deletions
diff --git a/Industrial_Instrumentation/Chapter_6.ipynb b/Industrial_Instrumentation/Chapter_6.ipynb
index d3a9a093..bdc5920d 100644
--- a/Industrial_Instrumentation/Chapter_6.ipynb
+++ b/Industrial_Instrumentation/Chapter_6.ipynb
@@ -1,534 +1,558 @@
{
"metadata": {
- "name": "Chapter_6"
- },
- "nbformat": 2,
+ "name": "",
+ "signature": "sha256:6148d2be2796832e7d2e9cefcc5c361a4c9dc07b22c355b627a74bd914199046"
+ },
+ "nbformat": 3,
+ "nbformat_minor": 0,
"worksheets": [
{
"cells": [
{
- "cell_type": "markdown",
+ "cell_type": "markdown",
+ "metadata": {},
"source": [
"<h1>Chapter 6: Level<h1>"
]
- },
+ },
{
- "cell_type": "markdown",
+ "cell_type": "markdown",
+ "metadata": {},
"source": [
"<h3>Example 6.1,Page Number:370<h3>"
]
- },
+ },
{
- "cell_type": "code",
- "collapsed": false,
+ "cell_type": "code",
+ "collapsed": false,
"input": [
- "'''output current of two wire pressure transmitter'''",
- "",
- "#(a)",
- "",
- "# variable declaration",
- "p=1.5 # pressure applied",
- "a=4.0 # mA corresponds to 0 kg/cm^2",
- "b=20.0 # mA corresponds to 2 kg/cm^2",
- "",
- "#calculation",
- "wh=(((b-a)/2)*p)+a",
- "",
- "#result",
- "print('(a)just at the bottom level of the tank')",
- "print('Water head applied to the transmitter =%d mA'%wh)",
- "",
- "#(b)",
- "",
- "#calculation",
- "wh2=(((b-a)/2)*p)+2*a",
- "",
- "#result",
- "print('\\n\\n(b)5m below the bottom of the tank')",
- "print('Water head applied to the transmitter =%d mA' %wh2)",
- "",
- "#(c)",
- "",
- "#calculation",
- "wh3=(((b-a)/2)*p)",
- "",
- "#result",
- "print('\\n\\n(c)5m above the bottom of the tank')",
+ "\n",
+ "\n",
+ "#(a)\n",
+ "\n",
+ "# variable declaration\n",
+ "p=1.5 # pressure applied\n",
+ "a=4.0 # mA corresponds to 0 kg/cm^2\n",
+ "b=20.0 # mA corresponds to 2 kg/cm^2\n",
+ "\n",
+ "#calculation\n",
+ "wh=(((b-a)/2)*p)+a\n",
+ "\n",
+ "#result\n",
+ "print('(a)just at the bottom level of the tank')\n",
+ "print('Water head applied to the transmitter =%d mA'%wh)\n",
+ "\n",
+ "#(b)\n",
+ "\n",
+ "#calculation\n",
+ "wh2=(((b-a)/2)*p)+2*a\n",
+ "\n",
+ "#result\n",
+ "print('\\n\\n(b)5m below the bottom of the tank')\n",
+ "print('Water head applied to the transmitter =%d mA' %wh2)\n",
+ "\n",
+ "#(c)\n",
+ "\n",
+ "#calculation\n",
+ "wh3=(((b-a)/2)*p)\n",
+ "\n",
+ "#result\n",
+ "print('\\n\\n(c)5m above the bottom of the tank')\n",
"print('Water head applied to the transmitter =%d mA'%wh3)"
- ],
- "language": "python",
+ ],
+ "language": "python",
+ "metadata": {},
"outputs": [
{
- "output_type": "stream",
- "stream": "stdout",
+ "output_type": "stream",
+ "stream": "stdout",
"text": [
- "(a)just at the bottom level of the tank",
- "Water head applied to the transmitter =16 mA",
- "",
- "",
- "(b)5m below the bottom of the tank",
- "Water head applied to the transmitter =20 mA",
- "",
- "",
- "(c)5m above the bottom of the tank",
+ "(a)just at the bottom level of the tank\n",
+ "Water head applied to the transmitter =16 mA\n",
+ "\n",
+ "\n",
+ "(b)5m below the bottom of the tank\n",
+ "Water head applied to the transmitter =20 mA\n",
+ "\n",
+ "\n",
+ "(c)5m above the bottom of the tank\n",
"Water head applied to the transmitter =12 mA"
]
}
- ],
+ ],
"prompt_number": 1
- },
+ },
{
- "cell_type": "markdown",
+ "cell_type": "markdown",
+ "metadata": {},
"source": [
"<h3>Example 6.2, Page Number:371<h3>"
]
- },
+ },
{
- "cell_type": "code",
- "collapsed": false,
+ "cell_type": "code",
+ "collapsed": false,
"input": [
- "'''water level and current at different positions'''",
- "",
- "#(a)",
- "",
- "#variable declaration",
- "b=20.0 # Maximum output",
- "a=4.0 # minimum output ",
- "op=16.0 # output in mA",
- "",
- "#calculation",
- "p=(op-a)*2/(b-a)",
- "p_h=p*10.0",
- "h=p_h-2-5",
- "",
- "#result",
- "print('(a)\\nh = %dm'%h)",
- "",
- "#(b)",
- "",
- "#variable declaration",
- "p1=1 # pressure applied",
- "",
- "#calculation",
- "t_op=((b-a)/2)*p1+4",
- "",
- "#result",
- "print('\\n(b)\\nTransmitter output =%d mA'%t_op)",
- "",
- "#(c)",
- "",
- "#variable declaration",
- "p2=0.5 # applied pressure",
- "",
- "#calculation",
- "t_op1=((b-a)/2)*p2+4",
- "",
- "#result",
+ "\n",
+ "\n",
+ "#(a)\n",
+ "\n",
+ "#variable declaration\n",
+ "b=20.0 # Maximum output\n",
+ "a=4.0 # minimum output \n",
+ "op=16.0 # output in mA\n",
+ "\n",
+ "#calculation\n",
+ "p=(op-a)*2/(b-a)\n",
+ "p_h=p*10.0\n",
+ "h=p_h-2-5\n",
+ "\n",
+ "#result\n",
+ "print('(a)\\nh = %dm'%h)\n",
+ "\n",
+ "#(b)\n",
+ "\n",
+ "#variable declaration\n",
+ "p1=1 # pressure applied\n",
+ "\n",
+ "#calculation\n",
+ "t_op=((b-a)/2)*p1+4\n",
+ "\n",
+ "#result\n",
+ "print('\\n(b)\\nTransmitter output =%d mA'%t_op)\n",
+ "\n",
+ "#(c)\n",
+ "\n",
+ "#variable declaration\n",
+ "p2=0.5 # applied pressure\n",
+ "\n",
+ "#calculation\n",
+ "t_op1=((b-a)/2)*p2+4\n",
+ "\n",
+ "#result\n",
"print('\\n(c)\\nTransmitter output =%d mA'%t_op1)"
- ],
- "language": "python",
+ ],
+ "language": "python",
+ "metadata": {},
"outputs": [
{
- "output_type": "stream",
- "stream": "stdout",
+ "output_type": "stream",
+ "stream": "stdout",
"text": [
- "(a)",
- "h = 8m",
- "",
- "(b)",
- "Transmitter output =12 mA",
- "",
- "(c)",
+ "(a)\n",
+ "h = 8m\n",
+ "\n",
+ "(b)\n",
+ "Transmitter output =12 mA\n",
+ "\n",
+ "(c)\n",
"Transmitter output =8 mA"
]
}
- ],
+ ],
"prompt_number": 2
- },
+ },
{
- "cell_type": "markdown",
+ "cell_type": "markdown",
+ "metadata": {},
"source": [
"<h3>Example 6.3, Page Number: 372<h3>"
]
- },
+ },
{
- "cell_type": "code",
- "collapsed": false,
+ "cell_type": "code",
+ "collapsed": false,
"input": [
- "'''Differential pressure output at different levels'''",
- "",
- "#(a)",
- "",
- "#variable declaration",
- "b=20.0 # Maximum output",
- "a=4.0 # minimum output",
- "op=16.0 # actual output ",
- "wt_l1=25.0 # water level (i)",
- "",
- "#calculation",
- "t_op=((b-a)/100)*(100-75)+4",
- "",
- "#result",
- "print('(a)\\nWater level=+25cm\\nTransmitter output = %d mA' %t_op)",
- "",
- "#(b)",
- "",
- "#calculation",
- "wt_l2=-25.0 # water level (ii)",
- "t_op2=((b-a)/100)*(100-25)+4",
- "",
- "#result",
- "print('\\n(b)\\nWater level=-25cm\\nTransmitter output = %d mA' %t_op2)",
- "",
- "#(c)",
- "",
- "#Variable declaration",
- "t_op3=12.0 # Transmitter output ",
- "",
- "#calculation",
- "H=(100.0/(b-a))*(12-4) ",
- "",
- "#result",
+ "\n",
+ "\n",
+ "#(a)\n",
+ "\n",
+ "#variable declaration\n",
+ "b=20.0 # Maximum output\n",
+ "a=4.0 # minimum output\n",
+ "op=16.0 # actual output \n",
+ "wt_l1=25.0 # water level (i)\n",
+ "\n",
+ "#calculation\n",
+ "t_op=((b-a)/100)*(100-75)+4\n",
+ "\n",
+ "#result\n",
+ "print('(a)\\nWater level=+25cm\\nTransmitter output = %d mA' %t_op)\n",
+ "\n",
+ "#(b)\n",
+ "\n",
+ "#calculation\n",
+ "wt_l2=-25.0 # water level (ii)\n",
+ "t_op2=((b-a)/100)*(100-25)+4\n",
+ "\n",
+ "#result\n",
+ "print('\\n(b)\\nWater level=-25cm\\nTransmitter output = %d mA' %t_op2)\n",
+ "\n",
+ "#(c)\n",
+ "\n",
+ "#Variable declaration\n",
+ "t_op3=12.0 # Transmitter output \n",
+ "\n",
+ "#calculation\n",
+ "H=(100.0/(b-a))*(12-4) \n",
+ "\n",
+ "#result\n",
"print('\\n(c)\\nHead Applied = %d cm\\nLevel corresponding to 50 cm head =0 cm' %H)"
- ],
- "language": "python",
+ ],
+ "language": "python",
+ "metadata": {},
"outputs": [
{
- "output_type": "stream",
- "stream": "stdout",
+ "output_type": "stream",
+ "stream": "stdout",
"text": [
- "(a)",
- "Water level=+25cm",
- "Transmitter output = 8 mA",
- "",
- "(b)",
- "Water level=-25cm",
- "Transmitter output = 16 mA",
- "",
- "(c)",
- "Head Applied = 50 cm",
+ "(a)\n",
+ "Water level=+25cm\n",
+ "Transmitter output = 8 mA\n",
+ "\n",
+ "(b)\n",
+ "Water level=-25cm\n",
+ "Transmitter output = 16 mA\n",
+ "\n",
+ "(c)\n",
+ "Head Applied = 50 cm\n",
"Level corresponding to 50 cm head =0 cm"
]
}
- ],
+ ],
"prompt_number": 3
- },
+ },
{
- "cell_type": "markdown",
+ "cell_type": "markdown",
+ "metadata": {},
"source": [
"<h3>Example 6.4, Page Number: 373<h3>"
]
- },
+ },
{
- "cell_type": "code",
- "collapsed": false,
+ "cell_type": "code",
+ "collapsed": false,
"input": [
- "'''Displacer with spring balance'''",
- "",
- "#(a)",
- "",
- "#variable declaration",
- "a=5.0*10**-4 #area",
- "l=8.0 #length",
- "dens=6.0*1000.0 #density",
- "",
- "#calculation",
- "w=a*l*dens",
- "",
- "#result",
- "print('(a)\\nWeight of the displacer if weighed in air = %d kg'%w)",
- "",
- "",
- "#(i)",
- "",
- "#variable declaration",
- "sbr1=23.0 # spring balance reading",
- "",
- "#calculation",
- "wloss1=w-sbr1",
- "L1=wloss1/(1000.0*a)",
- "",
- "#result",
- "print('\\n(i)\\tL1=%dm'%L1)",
- "",
- "",
- "#(ii)",
- "",
- "#variable declaration",
- "sbr2=22.0 # spring balance reading",
- "",
- "#calculation",
- "wloss2=w-sbr2",
- "L2=wloss2/(1000.0*a)",
- "",
- "#result",
- "print('\\n(ii)\\tL2=%dm'%L2)",
- "",
- "#(iii)",
- "",
- "#variable declaration",
- "sbr3=21.0 # spring balance reading",
- "",
- "#calculation",
- "wloss3=w-sbr3",
- "L3=wloss3/(1000.0*a)",
- "",
- "#result",
- "print('\\n(iii)\\tL3=%dm'%L3)",
- "",
- "#(b)",
- "",
- "#variable declaration",
- "level=8.0 # level wen tank is full ",
- "",
- "#calculation",
- "wt=a*level*1000.0",
- "spring=w-wt",
- "",
- "#result",
+ "\n",
+ "\n",
+ "#(a)\n",
+ "\n",
+ "#variable declaration\n",
+ "a=5.0*10**-4 #area\n",
+ "l=8.0 #length\n",
+ "dens=6.0*1000.0 #density\n",
+ "\n",
+ "#calculation\n",
+ "w=a*l*dens\n",
+ "\n",
+ "#result\n",
+ "print('(a)\\nWeight of the displacer if weighed in air = %d kg'%w)\n",
+ "\n",
+ "\n",
+ "#(i)\n",
+ "\n",
+ "#variable declaration\n",
+ "sbr1=23.0 # spring balance reading\n",
+ "\n",
+ "#calculation\n",
+ "wloss1=w-sbr1\n",
+ "L1=wloss1/(1000.0*a)\n",
+ "\n",
+ "#result\n",
+ "print('\\n(i)\\tL1=%dm'%L1)\n",
+ "\n",
+ "\n",
+ "#(ii)\n",
+ "\n",
+ "#variable declaration\n",
+ "sbr2=22.0 # spring balance reading\n",
+ "\n",
+ "#calculation\n",
+ "wloss2=w-sbr2\n",
+ "L2=wloss2/(1000.0*a)\n",
+ "\n",
+ "#result\n",
+ "print('\\n(ii)\\tL2=%dm'%L2)\n",
+ "\n",
+ "#(iii)\n",
+ "\n",
+ "#variable declaration\n",
+ "sbr3=21.0 # spring balance reading\n",
+ "\n",
+ "#calculation\n",
+ "wloss3=w-sbr3\n",
+ "L3=wloss3/(1000.0*a)\n",
+ "\n",
+ "#result\n",
+ "print('\\n(iii)\\tL3=%dm'%L3)\n",
+ "\n",
+ "#(b)\n",
+ "\n",
+ "#variable declaration\n",
+ "level=8.0 # level wen tank is full \n",
+ "\n",
+ "#calculation\n",
+ "wt=a*level*1000.0\n",
+ "spring=w-wt\n",
+ "\n",
+ "#result\n",
"print('\\n(b):when the tank is full\\nSpring Balance reading = %d kg'%spring)"
- ],
- "language": "python",
+ ],
+ "language": "python",
+ "metadata": {},
"outputs": [
{
- "output_type": "stream",
- "stream": "stdout",
+ "output_type": "stream",
+ "stream": "stdout",
"text": [
- "(a)",
- "Weight of the displacer if weighed in air = 24 kg",
- "",
- "(i)\tL1=2m",
- "",
- "(ii)\tL2=4m",
- "",
- "(iii)\tL3=6m",
- "",
- "(b):when the tank is full",
+ "(a)\n",
+ "Weight of the displacer if weighed in air = 24 kg\n",
+ "\n",
+ "(i)\tL1=2m\n",
+ "\n",
+ "(ii)\tL2=4m\n",
+ "\n",
+ "(iii)\tL3=6m\n",
+ "\n",
+ "(b):when the tank is full\n",
"Spring Balance reading = 20 kg"
]
}
- ],
+ ],
"prompt_number": 4
- },
+ },
{
- "cell_type": "markdown",
+ "cell_type": "markdown",
+ "metadata": {},
"source": [
"<h3>Example 6.5, Page Number: 374<h3>"
]
- },
+ },
{
- "cell_type": "code",
- "collapsed": false,
+ "cell_type": "code",
+ "collapsed": false,
"input": [
- "'''Buoyancy Force calculation'''",
- "",
- "#variable declaration",
- "rho=1000.0 # density of water ",
- "v=3.0 # displaced volume of water ",
- "",
- "#calculation",
- "Bw=rho*v",
- "",
- "#Result",
+ "\n",
+ "\n",
+ "#variable declaration\n",
+ "rho=1000.0 # density of water \n",
+ "v=3.0 # displaced volume of water \n",
+ "\n",
+ "#calculation\n",
+ "Bw=rho*v\n",
+ "\n",
+ "#Result\n",
"print('Buoyance Force(Bw) = %d kg'%Bw)"
- ],
- "language": "python",
+ ],
+ "language": "python",
+ "metadata": {},
"outputs": [
{
- "output_type": "stream",
- "stream": "stdout",
+ "output_type": "stream",
+ "stream": "stdout",
"text": [
"Buoyance Force(Bw) = 3000 kg"
]
}
- ],
+ ],
"prompt_number": 5
- },
+ },
{
- "cell_type": "markdown",
+ "cell_type": "markdown",
+ "metadata": {},
"source": [
"<h3>Example 6.6, Page Number: 374<h3>"
]
- },
+ },
{
- "cell_type": "code",
- "collapsed": false,
+ "cell_type": "code",
+ "collapsed": false,
"input": [
- "'''Determination of displaced volume from Buoyancy Force'''",
- "",
- "#variable declaration",
- "rho=1000.0 # density of water",
- "Bw=5000.0 # Buoyancy Force",
- "",
- "#calculation",
- "v=Bw/rho",
- "",
- "#result",
+ "\n",
+ "\n",
+ "#variable declaration\n",
+ "rho=1000.0 # density of water\n",
+ "Bw=5000.0 # Buoyancy Force\n",
+ "\n",
+ "#calculation\n",
+ "v=Bw/rho\n",
+ "\n",
+ "#result\n",
"print('V = %d m^3' %v)"
- ],
- "language": "python",
+ ],
+ "language": "python",
+ "metadata": {},
"outputs": [
{
- "output_type": "stream",
- "stream": "stdout",
+ "output_type": "stream",
+ "stream": "stdout",
"text": [
"V = 5 m^3"
]
}
- ],
+ ],
"prompt_number": 6
- },
+ },
{
- "cell_type": "markdown",
+ "cell_type": "markdown",
+ "metadata": {},
"source": [
"<h3>Example 6.7, Page Number: 374<h3>"
]
- },
+ },
{
- "cell_type": "code",
- "collapsed": false,
+ "cell_type": "code",
+ "collapsed": false,
"input": [
- "'''Determination of hydrostatic pressure in open tank'''",
- "",
- "#variable declaration",
- "rho=1000.0 # density of water",
- "h=10.0 # height of liquid",
- "",
- "#calculation",
- "P=rho*h",
- "",
- "#result",
+ "\n",
+ "\n",
+ "#variable declaration\n",
+ "rho=1000.0 # density of water\n",
+ "h=10.0 # height of liquid\n",
+ "\n",
+ "#calculation\n",
+ "P=rho*h\n",
+ "\n",
+ "#result\n",
"print('P = %d kg/m^2 = %d kg/cm^2 '%(P,P/10000))"
- ],
- "language": "python",
+ ],
+ "language": "python",
+ "metadata": {},
"outputs": [
{
- "output_type": "stream",
- "stream": "stdout",
+ "output_type": "stream",
+ "stream": "stdout",
"text": [
"P = 10000 kg/m^2 = 1 kg/cm^2 "
]
}
- ],
+ ],
"prompt_number": 7
- },
+ },
{
- "cell_type": "markdown",
+ "cell_type": "markdown",
+ "metadata": {},
"source": [
"<h3>Example 6.8, Page Number: 374<h3>"
]
- },
+ },
{
- "cell_type": "code",
- "collapsed": false,
+ "cell_type": "code",
+ "collapsed": false,
"input": [
- "'''Determination of hydrostatic pressure in closed tank'''",
- "",
- "#variable declaration",
- "rho=1000.0 # density of water",
- "h=15.0 # height of liquid ",
- "ex_p=1.0 # External pressure on liquid",
- "",
- "#calculation",
- "P=(rho*h/10000.0)+ex_p",
- "",
- "#result",
+ "\n",
+ "\n",
+ "#variable declaration\n",
+ "rho=1000.0 # density of water\n",
+ "h=15.0 # height of liquid \n",
+ "ex_p=1.0 # External pressure on liquid\n",
+ "\n",
+ "#calculation\n",
+ "P=(rho*h/10000.0)+ex_p\n",
+ "\n",
+ "#result\n",
"print('P = %.1f kg/cm^2' %P)"
- ],
- "language": "python",
+ ],
+ "language": "python",
+ "metadata": {},
"outputs": [
{
- "output_type": "stream",
- "stream": "stdout",
+ "output_type": "stream",
+ "stream": "stdout",
"text": [
"P = 2.5 kg/cm^2"
]
}
- ],
+ ],
"prompt_number": 8
- },
+ },
{
- "cell_type": "markdown",
+ "cell_type": "markdown",
+ "metadata": {},
"source": [
"<h3>Example 6.9, Page Number:374<h3>"
]
- },
+ },
{
- "cell_type": "code",
- "collapsed": false,
+ "cell_type": "code",
+ "collapsed": false,
"input": [
- "'''Determination of height from hydrostatic pressure'''",
- "",
- "#variable declaration",
- "rho=1000.0 # density of water",
- "ex_p=0.5*10**4 # External pressure on liquid ",
- "P=1.6*10**4 #(rho*h/10000)+ex_p",
- "",
- "#calculation",
- "h=(P-ex_p)/1000.0",
- "",
- "#result",
+ "\n",
+ "\n",
+ "#variable declaration\n",
+ "rho=1000.0 # density of water\n",
+ "ex_p=0.5*10**4 # External pressure on liquid \n",
+ "P=1.6*10**4 #(rho*h/10000)+ex_p\n",
+ "\n",
+ "#calculation\n",
+ "h=(P-ex_p)/1000.0\n",
+ "\n",
+ "#result\n",
"print('h = %d m' %h)"
- ],
- "language": "python",
+ ],
+ "language": "python",
+ "metadata": {},
"outputs": [
{
- "output_type": "stream",
- "stream": "stdout",
+ "output_type": "stream",
+ "stream": "stdout",
"text": [
"h = 11 m"
]
}
- ],
+ ],
"prompt_number": 9
- },
+ },
{
- "cell_type": "markdown",
+ "cell_type": "markdown",
+ "metadata": {},
"source": [
"<h3>Example 6.10, Page Number:375<h3>"
]
- },
+ },
{
- "cell_type": "code",
- "collapsed": false,
+ "cell_type": "code",
+ "collapsed": false,
"input": [
- "'''calculation of level on the probe'''",
- "",
- "#variable declaration",
- "c2=100.0*10**-6 # capacitance in capacitance probe",
- "r1=10.0*10**3 # value of resistor in bride",
- "r2=100.0*10**3 # value of resistor in bride",
- "r3=50.0*10**3 # value of resistor in bride",
- "",
- "#calculation",
- "Cx=r1*c2/r3",
- "Cx=Cx*10**6",
- "",
- "#result",
- "print('Cx = %d microFarad'%Cx)",
- "c=5.0",
- "",
- "#calculation",
- "l=Cx/c",
- "",
- "#result",
+ "\n",
+ "\n",
+ "#variable declaration\n",
+ "c2=100.0*10**-6 # capacitance in capacitance probe\n",
+ "r1=10.0*10**3 # value of resistor in bride\n",
+ "r2=100.0*10**3 # value of resistor in bride\n",
+ "r3=50.0*10**3 # value of resistor in bride\n",
+ "\n",
+ "#calculation\n",
+ "Cx=r1*c2/r3\n",
+ "Cx=Cx*10**6\n",
+ "\n",
+ "#result\n",
+ "print('Cx = %d microFarad'%Cx)\n",
+ "c=5.0\n",
+ "\n",
+ "#calculation\n",
+ "l=Cx/c\n",
+ "\n",
+ "#result\n",
"print('\\nLevel on the probe = %dm'%l)"
- ],
- "language": "python",
+ ],
+ "language": "python",
+ "metadata": {},
"outputs": [
{
- "output_type": "stream",
- "stream": "stdout",
+ "output_type": "stream",
+ "stream": "stdout",
"text": [
- "Cx = 20 microFarad",
- "",
+ "Cx = 20 microFarad\n",
+ "\n",
"Level on the probe = 4m"
]
}
- ],
+ ],
"prompt_number": 10
}
- ]
+ ],
+ "metadata": {}
}
]
} \ No newline at end of file