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author | tslee | 2014-11-27 17:17:59 +0530 |
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committer | tslee | 2014-11-27 17:17:59 +0530 |
commit | 6e3407ba85ae84e1cee1ae0c972fd32c5504d827 (patch) | |
tree | b89808101c39b1db1e3793eada2c8b702f856606 /Water_and_Wastewater_Engineering/ch10.ipynb | |
parent | 36a03d6d76bac315dba73b2ba9555c7e3fe0234f (diff) | |
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diff --git a/Water_and_Wastewater_Engineering/ch10.ipynb b/Water_and_Wastewater_Engineering/ch10.ipynb new file mode 100644 index 00000000..f78608b7 --- /dev/null +++ b/Water_and_Wastewater_Engineering/ch10.ipynb @@ -0,0 +1,111 @@ +{ + "metadata": { + "name": "", + "signature": "sha256:a8b74fc9d03d0c351dd92e0bc3a167aee10debeb1676b07b6cf10a252a49f523" + }, + "nbformat": 3, + "nbformat_minor": 0, + "worksheets": [ + { + "cells": [ + { + "cell_type": "heading", + "level": 1, + "metadata": {}, + "source": [ + "Chapter 10 : Groundwater Collection" + ] + }, + { + "cell_type": "heading", + "level": 2, + "metadata": {}, + "source": [ + "Example 10.1 Page No : 10-14" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "\t\n", + "#initialisation of variables\n", + "w1 = 1000.\t#ft\n", + "w2 = 2000.\t#ft\n", + "r = 700.\t#gpm\n", + "d = 10. \t#days\n", + "q = 2\t #ft\n", + "u = 1.87*((3.4*10**-5)/(3.2*10**4))*(d**6/d)\t#ft\n", + "W = 7.94\t#ft\n", + "p = 114.6*(7*10**2)*W/(3.2*10**4)\t#ft\n", + "U = 1.87*((3.4*10**-5)/(3.2*10**4))*(4*d**6/d)\t#ft\n", + "Wu = 6.55\t#ft\n", + "P = 114.6*(7*10**2)*Wu/(3.2*10**4)\t#ft\n", + "R = 54\t#ft\n", + "\t\n", + "#CALCULATIONS\n", + "W1 = R+p+P\t#ft\n", + "D = R+q*p\t#ft\n", + "\t\n", + "#RESULTS\n", + "print 'the expected drawndown the first well is pumped at a rate = %.0f ft'%(W1)\n", + "print 'the drawdown in each well all the three are pupped at a rate = %.0f ft'%(D)\n" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "the expected drawndown the first well is pumped at a rate = 90 ft\n", + "the drawdown in each well all the three are pupped at a rate = 94 ft\n" + ] + } + ], + "prompt_number": 1 + }, + { + "cell_type": "heading", + "level": 2, + "metadata": {}, + "source": [ + "Example 10.3 Page No : 10-19" + ] + }, + { + "cell_type": "code", + "collapsed": false, + "input": [ + "\t\n", + "#initialisation of variables\n", + "g = 20\t#ft\n", + "k = 10**-1\t#cm/sec\n", + "g1 = 3.28*10**-3\t#fps\n", + "w = 2\t#ft\n", + "w1 = 30\t#ft\n", + "\t\n", + "#CALCULATIONS\n", + "Q = (1./2)*(g1)*((g**2)-(2**2))/(w1)\t#cfs\n", + "\t\n", + "#RESULTS\n", + "print 'the flow into a foot of gallery = %.1e cfs'%(Q)\n" + ], + "language": "python", + "metadata": {}, + "outputs": [ + { + "output_type": "stream", + "stream": "stdout", + "text": [ + "the flow into a foot of gallery = 2.2e-02 cfs\n" + ] + } + ], + "prompt_number": 2 + } + ], + "metadata": {} + } + ] +}
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