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diff --git a/Water_and_Wastewater_Engineering_by_G_M_Fair/9-Groundwater_flow.ipynb b/Water_and_Wastewater_Engineering_by_G_M_Fair/9-Groundwater_flow.ipynb new file mode 100644 index 0000000..a4316bc --- /dev/null +++ b/Water_and_Wastewater_Engineering_by_G_M_Fair/9-Groundwater_flow.ipynb @@ -0,0 +1,239 @@ +{ +"cells": [ + { + "cell_type": "markdown", + "metadata": {}, + "source": [ + "# Chapter 9: Groundwater flow" + ] + }, +{ + "cell_type": "markdown", + "metadata": {}, + "source": [ + "## Example 9.1: Example_1.sce" + ] + }, + { +"cell_type": "code", + "execution_count": null, + "metadata": { + "collapsed": true + }, + "outputs": [], +"source": [ +"clc\n", +"//initialisation of variables\n", +"t=10//C\n", +"s=74.2//days\n", +"c=0.01//mm\n", +"d=245//mm\n", +"//CALCULATIONS\n", +"h=s/(d*c)//cm\n", +"//RESULTS\n", +"printf('the high will water at a temperature =% f cm',h)" + ] + } +, +{ + "cell_type": "markdown", + "metadata": {}, + "source": [ + "## Example 9.2: Example_2.sce" + ] + }, + { +"cell_type": "code", + "execution_count": null, + "metadata": { + "collapsed": true + }, + "outputs": [], +"source": [ +"clc\n", +"//initialisation of variables\n", +"p1=1000//ft\n", +"p2=50//ft\n", +"g=20//ft/mile\n", +"v=5280//ft\n", +"q=7.5*10^-6//ft\n", +"t=60//F\n", +"k=2835//ft/days\n", +"p=7.5//ft\n", +"//CALCULATIONS\n", +"S=g/v//ft\n", +"W=k*(g/v)//ft/day\n", +"Q=W*p1*p2*q//mgd\n", +"P=k*p//ft\n", +"P1=P*p2//mgd\n", +"//RESULTS\n", +"printf('the velocity of flow =% f mgd',Q)\n", +"printf('the standard coefficient pf permeability=% f mgd',P1)" + ] + } +, +{ + "cell_type": "markdown", + "metadata": {}, + "source": [ + "## Example 9.3: Example_3.sce" + ] + }, + { +"cell_type": "code", + "execution_count": null, + "metadata": { + "collapsed": true + }, + "outputs": [], +"source": [ +"clc\n", +"//initialisation of variables\n", +"p=40//ft\n", +"d=56//ft\n", +"d1=140//ft\n", +"p1=30//ft\n", +"w=3.28*10^-4//fps\n", +"//CALCULATIONS\n", +"Q=w*(p/d1)*2*d*p//cfs\n", +"q=Q/p//cfs\n", +"K=w*(p/d1)//fps\n", +"x0=q/(2*%pi*K)//ft\n", +"Z=2*%pi*x0//ft\n", +"//RESULTS\n", +"printf('the yield of the well if the coefficient of permeability=% f ft',x0)\n", +"printf('the distance of the point of stagnation =% f ft',Z)" + ] + } +, +{ + "cell_type": "markdown", + "metadata": {}, + "source": [ + "## Example 9.4: Example_4.sce" + ] + }, + { +"cell_type": "code", + "execution_count": null, + "metadata": { + "collapsed": true + }, + "outputs": [], +"source": [ +"clc\n", +"//initialisation of variables\n", +"p=5*10^6//ft\n", +"Q=350//gpm\n", +"x=225//ft\n", +"u=10^-2//ft\n", +"g=1.87//ft\n", +"p2=7*10^2//ft\n", +"p3=10.9//ft\n", +"w=4.0//ft\n", +"t=114.6//ft\n", +"d=10//ft\n", +"p1=5//ft\n", +"w1=3.2*10^4//ft\n", +"W=21.75//ft\n", +"//CALCULATIONS\n", +"T=t*Q*4/p1//gpd/ft\n", +"S=u*(w1)/[g*(p)]//ft\n", +"U=g*[(S)/(T)]*(x^2/d)//ft\n", +"P=t*(p2)*p3/(T)//ft\n", +"U1=g*[(S)/(T)]*(1/d)//ft\n", +"P1=t*(p2)*W/(T)//ft\n", +"//RESULTS\n", +"printf('the type curve as if a transparency of the observed data had moved into place over the type=% f ft',P1)" + ] + } +, +{ + "cell_type": "markdown", + "metadata": {}, + "source": [ + "## Example 9.5: Example_5.sce" + ] + }, + { +"cell_type": "code", + "execution_count": null, + "metadata": { + "collapsed": true + }, + "outputs": [], +"source": [ +"clc\n", +"//initialisation of variables\n", +"Q=350//gpm\n", +"x=225//ft\n", +"t=1//min\n", +"p=1.6//ft\n", +"t2=10//min\n", +"p2=4.5//ft\n", +"p3=700//gpm\n", +"T=3.2*10^4//gpd/ft\n", +"t0=0.3//min\n", +"u=1.15*10^-5\n", +"//CALCULATIONS\n", +"S=t0*(T)*t0/[(x)^2*1440]//ft\n", +"P=[(114.6*p3)/(T)]*(-0.5772*2.3*log(u))//ft\n", +"//RESULTS\n", +"printf('A straight line being drawn through the ppints for the higher=% f ft',P)" + ] + } +, +{ + "cell_type": "markdown", + "metadata": {}, + "source": [ + "## Example 9.6: Example_6.sce" + ] + }, + { +"cell_type": "code", + "execution_count": null, + "metadata": { + "collapsed": true + }, + "outputs": [], +"source": [ +"clc\n", +"//initialisation of variables\n", +"h=4.8//ft\n", +"m=13.4//ft\n", +"k=10^-1//cm/sec\n", +"k1=3.28*10^-3//fps\n", +"n=7//ft\n", +"n1=11//ft\n", +"q=1.0*10^-2\n", +"//CALCULATIONS\n", +"Q=k1*h*n/n1//cfs/ft\n", +"Q1=2*q*10^2//cfs\n", +"//RESULTS\n", +"printf('A satisfactory orthogonal system the flow of into the collector =% f cfs',Q1)" + ] + } +], +"metadata": { + "kernelspec": { + "display_name": "Scilab", + "language": "scilab", + "name": "scilab" + }, + "language_info": { + "file_extension": ".sce", + "help_links": [ + { + "text": "MetaKernel Magics", + "url": "https://github.com/calysto/metakernel/blob/master/metakernel/magics/README.md" + } + ], + "mimetype": "text/x-octave", + "name": "scilab", + "version": "0.7.1" + } + }, + "nbformat": 4, + "nbformat_minor": 0 +} |