add books

1 files changed, 573 insertions, 0 deletions

diff --git a/sample_notebooks/MaulikRathod/ch11_1.ipynb b/sample_notebooks/MaulikRathod/ch11_1.ipynb
new file mode 100755
index 00000000..f4d8bc9d
--- /dev/null
+++ b/sample_notebooks/MaulikRathod/ch11_1.ipynb
@@ -0,0 +1,573 @@
+{
+ "metadata": {
+  "name": "",
+  "signature": "sha256:af2e84ceb74c3bc3148f31759e2a692dba979671e7232787c666481af8571437"
+ },
+ "nbformat": 3,
+ "nbformat_minor": 0,
+ "worksheets": [
+  {
+   "cells": [
+    {
+     "cell_type": "heading",
+     "level": 1,
+     "metadata": {},
+     "source": [
+      "Chapter 11 : SPILLWAYS"
+     ]
+    },
+    {
+     "cell_type": "heading",
+     "level": 2,
+     "metadata": {},
+     "source": [
+      "Example 11.1 pg : 538"
+     ]
+    },
+    {
+     "cell_type": "code",
+     "collapsed": false,
+     "input": [
+      "import math \n",
+      "\n",
+      "#Given\n",
+      "h = 1.2;         \t\t\t\t#head of water\n",
+      "Cd = 2.2;        \t\t\t\t#coefficient of discharge\n",
+      "rho = 1;         \t\t\t\t#density of water\n",
+      "gamma_w = 9.81;  \t\t\t\t#unit weigth of water\n",
+      "\n",
+      "q = Cd*h**1.5;\n",
+      "\n",
+      "#applying bernaulli's equation at u/s water surface at section A and B\n",
+      "#solving it by error and trial method we get\n",
+      "v1 = 13.7;v2 = 14.7;\n",
+      "d1 = 0.212;d2 = 0.197;\n",
+      "\n",
+      "F1 = gamma_w*d1**2*math.cos(math.radians(60))/2;\n",
+      "F2 = gamma_w*d2**2/2;\n",
+      "W = gamma_w*60*2*math.pi*3*((d1+d2)/2)/360;\n",
+      "Fx = rho*q*(v2-v1*math.cos(math.radians(60)))-F1/2+F2;\n",
+      "Fy = rho*q*(v1*math.sin(math.radians(60)))+F1*math.sin(math.radians(60))+W;\n",
+      "F = (Fx**2+Fy**2)**0.5;\n",
+      "F = round(F*100)/100;\n",
+      "\n",
+      "# Results\n",
+      "print \"Resultant force = %.2f kN/m.\"%(F);\n"
+     ],
+     "language": "python",
+     "metadata": {},
+     "outputs": [
+      {
+       "output_type": "stream",
+       "stream": "stdout",
+       "text": [
+        "Resultant force = 46.68 kN/m.\n"
+       ]
+      }
+     ],
+     "prompt_number": 1
+    },
+    {
+     "cell_type": "heading",
+     "level": 2,
+     "metadata": {},
+     "source": [
+      "Example 11.2 pg : 539"
+     ]
+    },
+    {
+     "cell_type": "code",
+     "collapsed": false,
+     "input": [
+      "import math \n",
+      "\t\t\t\t\n",
+      "#Given\n",
+      "C = 2.4;          \t\t\t\t#coefficient of discharge\n",
+      "H = 2;            \t\t\t\t#head\n",
+      "L = 100;          \t\t\t\t#length of spillway\n",
+      "wc = 8;           \t\t\t\t#heigth of weir crest above bottom\n",
+      "g = 9.81;         \t\t\t\t#acceleration due to gravity\n",
+      "\n",
+      "# Calculations\n",
+      "h = H+wc;\n",
+      "Q1 = C*L*H**(1.5); \t\t\t\t#neglecting approach velocity and end contractions\n",
+      "va = Q1/(h*L);\n",
+      "ha = va**2/(2*g);\n",
+      "Ha = ha+H;\n",
+      "Q = C*L*Ha**1.5;\n",
+      "Q = round(Q*10)/10;\n",
+      "\n",
+      "# Results\n",
+      "print \"discharge over oggy weir = %.2f cumecs.\"%(Q);\n"
+     ],
+     "language": "python",
+     "metadata": {},
+     "outputs": [
+      {
+       "output_type": "stream",
+       "stream": "stdout",
+       "text": [
+        "discharge over oggy weir = 690.80 cumecs.\n"
+       ]
+      }
+     ],
+     "prompt_number": 2
+    },
+    {
+     "cell_type": "heading",
+     "level": 2,
+     "metadata": {},
+     "source": [
+      "Example 11.3 pg : 540"
+     ]
+    },
+    {
+     "cell_type": "code",
+     "collapsed": false,
+     "input": [
+      "import math \n",
+      "\n",
+      "#capacity of siphon\n",
+      "#head required in oggy spillway\n",
+      "#length of oggy weir required\n",
+      "\n",
+      "#Given\n",
+      "t = 6;          \t\t\t\t#tail water elevation\n",
+      "h = 1;          \t\t\t\t#heigth of siphon spillway\n",
+      "w = 4;          \t\t\t\t#width of siphon spillway\n",
+      "hw = 1.5;       \t\t\t\t#head water elevation\n",
+      "C = 0.6;        \t\t\t\t#coefficient of discharge\n",
+      "Co = 2.25;      \t\t\t\t#coefficient of discharge of oggy spillway\n",
+      "lo = 4;         \t\t\t\t#length of oggy spillway\n",
+      "hc = 1.5;       \t\t\t\t#head on weir crest\n",
+      "g = 9.81;       \t\t\t\t#acceleration due to gravity\n",
+      "\n",
+      "# Calculations and Results\n",
+      "#part (a)\n",
+      "Q = C*h*w*(2*g*(t+hw))**0.5;\n",
+      "Q = round(Q*10)/10;\n",
+      "print \"capacity of siphon = %.2f cumecs.\"%(Q);\n",
+      "\n",
+      "#part (b)\n",
+      "h1 = (Q/(Co*lo))**(2./3);\n",
+      "h1 = round(h1*100)/100;\n",
+      "print \"head required in oggy spillway = %.2f m\"%(h1);\n",
+      "\n",
+      "#part (c)\n",
+      "L = Q/(Co*(hc)**1.5);\n",
+      "L = round(L*100)/100;\n",
+      "print \"length of oggy weir required = %.2f m.\"%(L);\n"
+     ],
+     "language": "python",
+     "metadata": {},
+     "outputs": [
+      {
+       "output_type": "stream",
+       "stream": "stdout",
+       "text": [
+        "capacity of siphon = 29.10 cumecs.\n",
+        "head required in oggy spillway = 2.19 m\n",
+        "length of oggy weir required = 7.04 m.\n"
+       ]
+      }
+     ],
+     "prompt_number": 3
+    },
+    {
+     "cell_type": "heading",
+     "level": 2,
+     "metadata": {},
+     "source": [
+      "Example 11.4 pg : 540"
+     ]
+    },
+    {
+     "cell_type": "code",
+     "collapsed": false,
+     "input": [
+      "import math \n",
+      "\n",
+      "\n",
+      "\t\t\t\t\n",
+      "#Given\n",
+      "rl = 435;         \t\t\t\t#full reservior level\n",
+      "cl = 429.6;       \t\t\t\t#level of centre of siphon\n",
+      "hfl = 435.85;     \t\t\t\t#high flood level\n",
+      "hfd = 600;        \t\t\t\t#high flood discharge\n",
+      "w = 4;            \t\t\t\t#width of throat\n",
+      "h = 2;            \t\t\t\t#heigth of throat\n",
+      "C = 0.65;         \t\t\t\t#coefficient of discharge\n",
+      "g = 9.81;       \t\t\t\t#acceleration due to gravity\n",
+      "\n",
+      "# Calculations\n",
+      "H = hfl-cl;\n",
+      "Q = C*w*h*(2*g*H)**0.5;\n",
+      "n = hfd/Q;\n",
+      "n = round(n*100)/100;\n",
+      "\n",
+      "# Results\n",
+      "print \" number of siphons units required = %.2f.hence provide 11 siphons units.\"%(n);\n"
+     ],
+     "language": "python",
+     "metadata": {},
+     "outputs": [
+      {
+       "output_type": "stream",
+       "stream": "stdout",
+       "text": [
+        " number of siphons units required = 10.42.hence provide 11 siphons units.\n"
+       ]
+      }
+     ],
+     "prompt_number": 4
+    },
+    {
+     "cell_type": "heading",
+     "level": 2,
+     "metadata": {},
+     "source": [
+      "Example 11.5 pg : 541"
+     ]
+    },
+    {
+     "cell_type": "code",
+     "collapsed": false,
+     "input": [
+      "import math \n",
+      "from numpy import arange,zeros\n",
+      "\n",
+      "#design oggy spillway for concrete gravity dam\n",
+      "\n",
+      "#Given\n",
+      "rbl = 250;        \t\t\t\t#avarage river bed level\n",
+      "rlc = 350;        \t\t\t\t#R.L of spillway crest\n",
+      "s = 0.75;         \t\t\t\t#slope on downstream side\n",
+      "Q = 6500;         \t\t\t\t#discharge\n",
+      "L = 5*9;          \t\t\t\t#length of spillway\n",
+      "Cd = 2.2;         \t\t\t\t#coefficient of discharge\n",
+      "t = 2;            \t\t\t\t#thickness of each pier\n",
+      "\n",
+      "#step 1. computation of design head\n",
+      "H = (Q/(Cd*L))**(2./3);\n",
+      "P = rlc-rbl;\n",
+      "\n",
+      "#P/H = 6.15,which is<1.33;it is a high overflow spillway\n",
+      "\n",
+      "#H+P/H = 7.15>1.7; hence discharge coefficient is not affected by downstream apron interface\n",
+      "\n",
+      "Kp = 0.01;\n",
+      "Ka = 0.1;\n",
+      "N = 4;\n",
+      "He = 17.5;                \t\t\t\t#assumed\n",
+      "Le = L-2*(N*Kp+Ka)*He;\n",
+      "He1 = (Q/(Cd*Le))**(2./3);\n",
+      "He1 = round(He1*100)/100;\n",
+      "#He1 is almost equal to He\n",
+      "print \"crest profile will be designed for Hd = %.2f m.\"%(He1);\n",
+      "\n",
+      "#step 2. determination of d/s profile\n",
+      "\n",
+      "#equating the slope of d/s side and derivative of profile equation suggested by WES\n",
+      "x = 27.03;\n",
+      "y = 0.04372*x**1.85;\n",
+      "print \"downstream profile:\";\n",
+      "x = arange(1,27)\n",
+      "y = zeros(26)\n",
+      "for i in range(26):\n",
+      "    y[i] = 0.04372*x[i]**1.85;\n",
+      "    y[i] = round(y[i]*1000)/1000;\n",
+      "\n",
+      "print \"x          y\";\n",
+      "for i in range(26):\n",
+      "    print \"%i          %.2f\"%(x[i],y[i]);\n",
+      "\n",
+      "print \"27.03          19.48\";\n",
+      "#step 3. determination of u/s profile\n",
+      "# math.cosidering equation for vertical u/s face and Hd = 17.58\n",
+      "\n",
+      "print \"upstream profile:\";\n",
+      "x = [-0.5, -0.1, -1.5, -2.0, -3.0, -4.0, -4.75];\n",
+      "y = zeros(7)\n",
+      "for i in range(7):\n",
+      "    if i==6:\n",
+      "        y[i] = 0.0633*(x[i]+4.75)**1.85+2.2151-1.2643*(x[i]+4.75)**0.625;\n",
+      "        y[i] = round(y[i]*1000)/1000;\n",
+      "        continue\n",
+      "        \n",
+      "    y[i] = 0.0633*(x[i]+4.7466)**1.85+2.2151-1.2643*(x[i]+4.7466)**0.625;\n",
+      "    y[i] = round(y[i]*1000)/1000;\n",
+      "\n",
+      "print \"x                    y\";\n",
+      "for i in range(7):\n",
+      "    print \"%.2f          %.2f\"%(x[i],y[i]);\n",
+      "\n",
+      "\n",
+      "#step 4.design of d/s bucket\n",
+      "\n",
+      "R = P/4;\n",
+      "print \"radius of bucket = %i m.\"%(R);\n",
+      "print \"bucket will subtend angle of 60 degree at the centre.\";\n"
+     ],
+     "language": "python",
+     "metadata": {},
+     "outputs": [
+      {
+       "output_type": "stream",
+       "stream": "stdout",
+       "text": [
+        "crest profile will be designed for Hd = 17.58 m.\n",
+        "downstream profile:\n",
+        "x          y\n",
+        "1          0.04\n",
+        "2          0.16\n",
+        "3          0.33\n",
+        "4          0.57\n",
+        "5          0.86\n",
+        "6          1.20\n",
+        "7          1.60\n",
+        "8          2.05\n",
+        "9          2.55\n",
+        "10          3.10\n",
+        "11          3.69\n",
+        "12          4.34\n",
+        "13          5.03\n",
+        "14          5.77\n",
+        "15          6.55\n",
+        "16          7.38\n",
+        "17          8.26\n",
+        "18          9.18\n",
+        "19          10.15\n",
+        "20          11.16\n",
+        "21          12.21\n",
+        "22          13.31\n",
+        "23          14.45\n",
+        "24          15.63\n",
+        "25          16.86\n",
+        "26          18.13\n",
+        "27.03          19.48\n",
+        "upstream profile:\n",
+        "x                    y\n",
+        "-0.50          0.01\n",
+        "-0.10          -0.00\n",
+        "-1.50          0.14\n",
+        "-2.00          0.25\n",
+        "-3.00          0.60\n",
+        "-4.00          1.20\n",
+        "-4.75          2.21\n",
+        "radius of bucket = 25 m.\n",
+        "bucket will subtend angle of 60 degree at the centre.\n"
+       ]
+      }
+     ],
+     "prompt_number": 6
+    },
+    {
+     "cell_type": "heading",
+     "level": 2,
+     "metadata": {},
+     "source": [
+      "Example 11.6 pg : 562"
+     ]
+    },
+    {
+     "cell_type": "code",
+     "collapsed": false,
+     "input": [
+      "import math \n",
+      "\n",
+      "\t\t\t\t#design length and depth of stilling bamath.sin\n",
+      "\t\t\t\t\n",
+      "#Given\n",
+      "q = 1;           \t\t\t\t#discharge of spillway\n",
+      "Cd = 0.7;        \t\t\t\t#coefficient of discharge\n",
+      "h1 = 10;          \t\t\t\t#heigth of crest above downstream silting bamath.sin\n",
+      "g = 9.81;           \t\t\t\t#acceleration due to gravity\n",
+      "Cv = 0.9;          \t\t\t\t#coefficient of velocity\n",
+      "\n",
+      "# Calculations\n",
+      "h = (3*q/(2*Cd*(2*g)**0.5))**(2./3);\n",
+      "H = h1+h/2;\n",
+      "vt = (2*g*H)**0.5;\n",
+      "v1 = Cv*vt;\n",
+      "y1 = q/v1;\n",
+      "F1 = v1/(g*y1)**0.5;\n",
+      "\t\t\t\t#F>1, flow is super-critical\n",
+      "y2 = 1;\n",
+      "v2 = q/y2;\n",
+      "F2 = v2/(g*y2)**0.5;           \t\t\t\t#<1\n",
+      "y2 = (y1/2)*((1+8*F1**2)**0.5-1);\n",
+      "de = y2-1;\n",
+      "le = 5*(y2-y1);\n",
+      "de = round(de*1000)/1000;\n",
+      "le = round(le*10)/10;\n",
+      "\n",
+      "# Results\n",
+      "print \"stilling bamath.sin should be depressed by %.2f m.\"%(de);\n",
+      "print \"length of stilling bamath.sin = %.2f m.\"%(le);\n"
+     ],
+     "language": "python",
+     "metadata": {},
+     "outputs": [
+      {
+       "output_type": "stream",
+       "stream": "stdout",
+       "text": [
+        "stilling bamath.sin should be depressed by 0.58 m.\n",
+        "length of stilling bamath.sin = 7.50 m.\n"
+       ]
+      }
+     ],
+     "prompt_number": 7
+    },
+    {
+     "cell_type": "heading",
+     "level": 2,
+     "metadata": {},
+     "source": [
+      "Example 11.7 pg : 563"
+     ]
+    },
+    {
+     "cell_type": "code",
+     "collapsed": false,
+     "input": [
+      "import math \n",
+      "\n",
+      "\n",
+      "\t\t\t\t\n",
+      "#Given\n",
+      "q = 7.83;        \t\t\t\t#discharge through spillway\n",
+      "w = 12.5;        \t\t\t\t#width of fall\n",
+      "d = 2.;           \t\t\t\t#depth of water in downstream\n",
+      "g = 9.8;\n",
+      "\n",
+      "y1 = 0.5;\n",
+      "v1 = q/y1;\n",
+      "F1 = v1/(g*y1)**0.5;\n",
+      "\n",
+      "#F>1,flow is super-critical\n",
+      "\n",
+      "# Calculations\n",
+      "v2 = q/d;\n",
+      "F2 = v2/(g*d)**0.5;\n",
+      "y2 = (y1/2)*((1+8*F1**2)**0.5-1);\n",
+      "de = y2-d;\n",
+      "le = 5*(y2-y1);\n",
+      "de = round(de*100)/100;\n",
+      "le = round(le*10)/10;\n",
+      "\n",
+      "# Results\n",
+      "print \"stilling bamath.sin should be depressed by %.2f m.\"%(de);\n",
+      "print \"length of stilling bamath.sin = %.2f m.\"%(le); \n"
+     ],
+     "language": "python",
+     "metadata": {},
+     "outputs": [
+      {
+       "output_type": "stream",
+       "stream": "stdout",
+       "text": [
+        "stilling bamath.sin should be depressed by 2.76 m.\n",
+        "length of stilling bamath.sin = 21.30 m.\n"
+       ]
+      }
+     ],
+     "prompt_number": 9
+    },
+    {
+     "cell_type": "heading",
+     "level": 2,
+     "metadata": {},
+     "source": [
+      "Example 11.8 pg : 564"
+     ]
+    },
+    {
+     "cell_type": "code",
+     "collapsed": false,
+     "input": [
+      "import math \n",
+      "\n",
+      "\n",
+      "\t\t\t\t\n",
+      "#Given\n",
+      "Ag = 5*2.5;          \t\t\t\t#area of gate\n",
+      "miu = 0.25;         \t\t\t\t#coefficient of friction\n",
+      "w = 0.5;            \t\t\t\t#weigth of gate\n",
+      "h = 2;              \t\t\t\t#head of water over crest\n",
+      "g = 9.81;           \t\t\t\t#acceleration due to gravity\n",
+      "gamma_w = 1000;     \t\t\t\t#unit weigth of water\n",
+      "\n",
+      "\n",
+      "# Calculations\n",
+      "m = w*g*1000;\n",
+      "F = gamma_w*Ag*h*h*g/10;\n",
+      "ff = miu*F;\n",
+      "tf = (m+ff)/1000;\n",
+      "\n",
+      "# Results\n",
+      "print \"force to be exerted to lift the gate = %.2f kN.\"%(tf);\n",
+      "\n"
+     ],
+     "language": "python",
+     "metadata": {},
+     "outputs": [
+      {
+       "output_type": "stream",
+       "stream": "stdout",
+       "text": [
+        "force to be exerted to lift the gate = 17.17 kN.\n"
+       ]
+      }
+     ],
+     "prompt_number": 10
+    },
+    {
+     "cell_type": "heading",
+     "level": 2,
+     "metadata": {},
+     "source": [
+      "Example 11.9 pg : 564"
+     ]
+    },
+    {
+     "cell_type": "code",
+     "collapsed": false,
+     "input": [
+      "import math \n",
+      "\n",
+      "\n",
+      "\t\t\t\t\n",
+      "#Given\n",
+      "q = 19;        \t\t\t\t#dischrge through spillway\n",
+      "E = 1;         \t\t\t\t#energy loss\n",
+      "\n",
+      "\t\t\t\t#from energy loss equation;E = (y2-y1)**3/4y2y1; and solving it we get\n",
+      "\t\t\t\t#x = 0.5*(-1+(1+294.39*(x-1)**9/64*x**3))\n",
+      "\t\t\t\t#by trial and error method x = 2.806\n",
+      "x = 2.806;\n",
+      "y1 = 4*x/(x-1)**3;\n",
+      "y2 = x*y1;\n",
+      "y1 = round(y1*1000)/1000;\n",
+      "y2 = round(y2*1000)/1000;\n",
+      "print \"depth of flow at both end of jumps = %.2f m and %.2f m. respectively.\"%(y1,y2);\n",
+      "\n"
+     ],
+     "language": "python",
+     "metadata": {},
+     "outputs": [
+      {
+       "output_type": "stream",
+       "stream": "stdout",
+       "text": [
+        "depth of flow at both end of jumps = 1.91 m and 5.35 m. respectively.\n"
+       ]
+      }
+     ],
+     "prompt_number": 11
+    }
+   ],
+   "metadata": {}
+  }
+ ]
+}
\ No newline at end of file