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authortslee2014-11-27 17:17:59 +0530
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+{
+ "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": {}
+ }
+ ]
+} \ No newline at end of file