diff --git a/build/Xcode/epanet/Debug/libepanet.dylib b/build/Xcode/epanet/Debug/libepanet.dylib deleted file mode 100755 index 7f46d60..0000000 Binary files a/build/Xcode/epanet/Debug/libepanet.dylib and /dev/null differ diff --git a/build/Xcode/epanet/Debug/net2-cl2.inp b/build/Xcode/epanet/Debug/net2-cl2.inp deleted file mode 100755 index d76cc35..0000000 --- a/build/Xcode/epanet/Debug/net2-cl2.inp +++ /dev/null @@ -1,399 +0,0 @@ -[TITLE] -EPANET Example Network 2 - -[JUNCTIONS] - 1 50 -694.4 2 ; - 2 100 8 ; - 3 60 14 ; - 4 60 8 ; - 5 100 8 ; - 6 125 5 ; - 7 160 4 ; - 8 110 9 ; - 9 180 14 ; - 10 130 5 ; - 11 185 34.78 ; - 12 210 16 ; - 13 210 2 ; - 14 200 2 ; - 15 190 2 ; - 16 150 20 ; - 17 180 20 ; - 18 100 20 ; - 19 150 5 ; - 20 170 19 ; - 21 150 16 ; - 22 200 10 ; - 23 230 8 ; - 24 190 11 ; - 25 230 6 ; - 27 130 8 ; - 28 110 0 ; - 29 110 7 ; - 30 130 3 ; - 31 190 17 ; - 32 110 17 ; - 33 180 1.5 ; - 34 190 1.5 ; - 35 110 0 ; - 36 110 1 ; - -[RESERVOIRS] - -[TANKS] - 26 235 56.7 50 70 50 0 ; - -[PIPES] - 1 1 2 2400 12 100 0 Open ; - 2 2 5 800 12 100 0 Open ; - 3 2 3 1300 8 100 0 Open ; - 4 3 4 1200 8 100 0 Open ; - 5 4 5 1000 12 100 0 Open ; - 6 5 6 1200 12 100 0 Open ; - 7 6 7 2700 12 100 0 Open ; - 8 7 8 1200 12 140 0 Open ; - 9 7 9 400 12 100 0 Open ; - 10 8 10 1000 8 140 0 Open ; - 11 9 11 700 12 100 0 Open ; - 12 11 12 1900 12 100 0 Open ; - 13 12 13 600 12 100 0 Open ; - 14 13 14 400 12 100 0 Open ; - 15 14 15 300 12 100 0 Open ; - 16 13 16 1500 8 100 0 Open ; - 17 15 17 1500 8 100 0 Open ; - 18 16 17 600 8 100 0 Open ; - 19 17 18 700 12 100 0 Open ; - 20 18 32 350 12 100 0 Open ; - 21 16 19 1400 8 100 0 Open ; - 22 14 20 1100 12 100 0 Open ; - 23 20 21 1300 8 100 0 Open ; - 24 21 22 1300 8 100 0 Open ; - 25 20 22 1300 8 100 0 Open ; - 26 24 23 600 12 100 0 Open ; - 27 15 24 250 12 100 0 Open ; - 28 23 25 300 12 100 0 Open ; - 29 25 26 200 12 100 0 Open ; - 30 25 31 600 12 100 0 Open ; - 31 31 27 400 8 100 0 Open ; - 32 27 29 400 8 100 0 Open ; - 34 29 28 700 8 100 0 Open ; - 35 22 33 1000 8 100 0 Open ; - 36 33 34 400 8 100 0 Open ; - 37 32 19 500 8 100 0 Open ; - 38 29 35 500 8 100 0 Open ; - 39 35 30 1000 8 100 0 Open ; - 40 28 35 700 8 100 0 Open ; - 41 28 36 300 8 100 0 Open ; - -[PUMPS] - -[VALVES] - -[DEMANDS] - -[STATUS] - -[PATTERNS] -; - 1 1.26 - 1 1.04 - 1 .97 - 1 .97 - 1 .89 - 1 1.19 - 1 1.28 - 1 .67 - 1 .67 - 1 1.34 - 1 2.46 - 1 .97 - 1 .92 - 1 .68 - 1 1.43 - 1 .61 - 1 .31 - 1 .78 - 1 .37 - 1 .67 - 1 1.26 - 1 1.56 - 1 1.19 - 1 1.26 - 1 .6 - 1 1.1 - 1 1.03 - 1 .73 - 1 .88 - 1 1.06 - 1 .99 - 1 1.72 - 1 1.12 - 1 1.34 - 1 1.12 - 1 .97 - 1 1.04 - 1 1.15 - 1 .91 - 1 .61 - 1 .68 - 1 .46 - 1 .51 - 1 .74 - 1 1.12 - 1 1.34 - 1 1.26 - 1 .97 - 1 .82 - 1 1.37 - 1 1.03 - 1 .81 - 1 .88 - 1 .81 - 1 .81 - -; - 2 .96 - 2 .96 - 2 .96 - 2 .96 - 2 .96 - 2 .96 - 2 .62 - 2 0 - 2 0 - 2 0 - 2 0 - 2 0 - 2 .8 - 2 1 - 2 1 - 2 1 - 2 1 - 2 .15 - 2 0 - 2 0 - 2 0 - 2 0 - 2 0 - 2 0 - 2 .55 - 2 .92 - 2 .92 - 2 .92 - 2 .92 - 2 .9 - 2 .9 - 2 .45 - 2 0 - 2 0 - 2 0 - 2 0 - 2 0 - 2 .7 - 2 1 - 2 1 - 2 1 - 2 1 - 2 .2 - 2 0 - 2 0 - 2 0 - 2 0 - 2 0 - 2 0 - 2 .74 - 2 .92 - 2 .92 - 2 .92 - 2 .92 - 2 .92 - -; - 3 .98 - 3 1.02 - 3 1.05 - 3 .99 - 3 .64 - 3 .46 - 3 .35 - 3 .35 - 3 .35 - 3 .35 - 3 .35 - 3 .35 - 3 .17 - 3 .17 - 3 .13 - 3 .13 - 3 .13 - 3 .15 - 3 .15 - 3 .15 - 3 .15 - 3 .15 - 3 .15 - 3 .15 - 3 .15 - 3 .12 - 3 .1 - 3 .08 - 3 .11 - 3 .09 - 3 .09 - 3 .08 - 3 .08 - 3 .08 - 3 .08 - 3 .08 - 3 .08 - 3 .09 - 3 .07 - 3 .07 - 3 .09 - 3 .09 - 3 .09 - 3 .09 - 3 .09 - 3 .09 - 3 .09 - 3 .09 - 3 .09 - 3 .08 - 3 .35 - 3 .72 - 3 .82 - 3 .92 - 3 1 - - -[CURVES] - -[CONTROLS] - -[RULES] - -[ENERGY] - Global Efficiency 85 - Global Price 0.0 - Demand Charge 0.0 - -[EMITTERS] - -[QUALITY] - 1 0.5 - 2 0.5 - 3 0.5 - 4 0.5 - 5 0.5 - 6 0.5 - 7 0.5 - 8 0.5 - 9 0.5 - 10 0.5 - 11 0.5 - 12 0.5 - 13 0.5 - 14 0.5 - 15 0.5 - 16 0.5 - 17 0.5 - 18 0.5 - 19 0.5 - 20 0.5 - 21 0.5 - 22 0.5 - 23 0.5 - 24 0.5 - 25 0.5 - 27 0.5 - 28 0.5 - 29 0.5 - 30 0.5 - 31 0.5 - 32 0.5 - 33 0.5 - 34 0.5 - 35 0.5 - 36 0.5 - 26 0.1 - -[SOURCES] - 1 CONCEN 0.8 - -[REACTIONS] - Order Bulk 1 - Order Wall 1 - Global Bulk -0.3 - Global Wall -1.0 - Limiting Potential 0.0 - Roughness Correlation 0.0 - -[MIXING] - -[TIMES] - Duration 55.00 hours - Hydraulic Timestep 1.00 hours - Quality Timestep 5.00 min - Pattern Timestep 1.00 hours - Report Timestep 1.00 hours - Report Start 0.00 hours - Start ClockTime 12 am - - -[OPTIONS] - Units GPM - Headloss H-W - Specific Gravity 1.0 - Viscosity 1.0 - Trials 40 - Accuracy 0.001 - Unbalanced Stop - Quality Chlorine mg/L - Diffusivity 1.0 - Segments 1000 - Tolerance 0.01 - -[COORDINATES] - 1 21.00 4.00 - 2 19.00 20.00 - 3 11.00 21.00 - 4 14.00 28.00 - 5 19.00 25.00 - 6 28.00 23.00 - 7 36.00 39.00 - 8 38.00 30.00 - 9 36.00 42.00 - 10 37.00 23.00 - 11 37.00 49.00 - 12 39.00 60.00 - 13 38.00 64.00 - 14 38.00 66.00 - 15 37.00 69.00 - 16 27.00 65.00 - 17 27.00 69.00 - 18 23.00 68.00 - 19 21.00 59.00 - 20 45.00 68.00 - 21 51.00 62.00 - 22 54.00 69.00 - 23 35.00 74.00 - 24 37.00 71.00 - 25 35.00 76.00 - 27 39.00 87.00 - 28 49.00 85.00 - 29 42.00 86.00 - 30 47.00 80.00 - 31 37.00 80.00 - 32 23.00 64.00 - 33 56.00 73.00 - 34 56.00 77.00 - 35 43.00 81.00 - 36 53.00 87.00 - 26 33.00 76.00 - -[LABELS] - 24.00 7.00 "Pump" 24.00 7.00 - 24.00 4.00 "Station" 24.00 4.00 - 23.00 77.00 "Tank" 23.00 77.00 - -[END] diff --git a/build/Xcode/epanet/Debug/output.txt b/build/Xcode/epanet/Debug/output.txt deleted file mode 100644 index 7ef8b33..0000000 --- a/build/Xcode/epanet/Debug/output.txt +++ /dev/null @@ -1,40 +0,0 @@ - Page 1 Mon Sep 21 18:44:08 2009 - - ****************************************************************** - * E P A N E T * - * Hydraulic and Water Quality * - * Analysis for Pipe Networks * - * Version 2.00.12 * - ****************************************************************** - - EPANET Example Network 2 - - Input Data File ................... net2-cl2.inp - Number of Junctions................ 35 - Number of Reservoirs............... 0 - Number of Tanks ................... 1 - Number of Pipes ................... 40 - Number of Pumps ................... 0 - Number of Valves .................. 0 - Headloss Formula .................. Hazen-Williams - Hydraulic Timestep ................ 1.00 hrs - Hydraulic Accuracy ................ 0.001000 - Status Check Frequency ............ 2 - Maximum Trials Checked ............ 10 - Damping Limit Threshold ........... 0.000000 - Maximum Trials .................... 40 - Quality Analysis .................. Chlorine - Water Quality Time Step ........... 5.00 min - Water Quality Tolerance ........... 0.01 mg/L - Specific Gravity .................. 1.00 - Relative Kinematic Viscosity ...... 1.00 - Relative Chemical Diffusivity ..... 1.00 - Demand Multiplier ................. 1.00 - Total Duration .................... 55.00 hrs - Reporting Criteria: - No Nodes - No Links - - Analysis begun Mon Sep 21 18:44:08 2009 - - Analysis ended Mon Sep 21 18:44:08 2009 diff --git a/build/Xcode/epanet/Debug/runepanet b/build/Xcode/epanet/Debug/runepanet deleted file mode 100755 index b47d2ab..0000000 Binary files a/build/Xcode/epanet/Debug/runepanet and /dev/null differ