Solucion CON Torre de Control Piezometrico y Q=12

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  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    1/50

    Detailed Report for Valve: FCV-1

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:55

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 1

    Scenario Summary

    Label Base

    Demand Alternative Base-Average Daily

    Physical Alternative Base-Physical

    Initial Settings Alternative Base-Initial Settings

    Operational Alternative Base-Operational

    Age Alternative Base-Age AlternativeConstituent Alternative Base-Constituent

    Trace Alternative Base-Trace Alternative

    Fire Flow Alternative Base-Fire Flow

    Calibration Summary

    Demand Roughness

    Geometric Summary

    X 3,131.72 m From Pipe P-10

    Y 3,061.61 m To Pipe P-11

    Elevation 2,390.00 m Diameter 150 mm

    Minor Loss 0.00

    Initial Condition Summary

    Status Inactive Flow 6.0000 m/s

    Calculated Results Summary

    Time Status Constituent(mg/l)

    FromGrade

    (m)

    ToGrade

    (m)

    Flow(m/s)

    Headloss(m)

    Setting(m/s)

    0.00 hr Inactive N/A 2,402.78 2,402.77 7.1607 0.02 N/A

    1.00 hr Inactive N/A 2,402.78 2,402.76 7.1510 0.02 N/A

    2.00 hr Inactive N/A 2,402.77 2,402.75 7.1417 0.02 N/A

    3.00 hr Inactive N/A 2,402.76 2,402.74 7.1327 0.02 N/A

    4.00 hr Inactive N/A 2,402.76 2,402.74 7.1240 0.02 N/A

    5.00 hr Inactive N/A 2,402.75 2,402.73 7.1156 0.02 N/A

    6.00 hr Inactive N/A 2,402.75 2,402.73 7.1111 0.02 N/A

    7.00 hr Inactive N/A 2,402.75 2,402.73 7.1109 0.02 N/A

    8.00 hr Inactive N/A 2,402.75 2,402.73 7.1105 0.02 N/A

    9.00 hr Inactive N/A 2,402.75 2,402.73 7.1107 0.02 N/A

    10.00 hr Inactive N/A 2,402.75 2,402.73 7.1099 0.02 N/A

    11.00 hr Inactive N/A 2,402.75 2,402.73 7.1098 0.02 N/A

    12.00 hr Inactive N/A 2,402.75 2,402.73 7.1120 0.02 N/A

    13.00 hr Inactive N/A 2,402.75 2,402.73 7.1117 0.02 N/A

    14.00 hr Inactive N/A 2,402.75 2,402.73 7.1106 0.02 N/A

    15.00 hr Inactive N/A 2,402.75 2,402.73 7.1124 0.02 N/A

    16.00 hr Inactive N/A 2,402.75 2,402.73 7.1106 0.02 N/A

    17.00 hr Inactive N/A 2,402.75 2,402.73 7.1111 0.02 N/A

    18.00 hr Inactive N/A 2,402.75 2,402.73 7.1115 0.02 N/A

    19.00 hr Inactive N/A 2,402.75 2,402.73 7.1108 0.02 N/A

    20.00 hr Inactive N/A 2,402.75 2,402.73 7.1113 0.02 N/A

    21.00 hr Inactive N/A 2,402.75 2,402.73 7.1116 0.02 N/A

    22.00 hr Inactive N/A 2,402.75 2,402.73 7.1109 0.02 N/A

    23.00 hr Inactive N/A 2,402.75 2,402.73 7.1098 0.02 N/A

    24.00 hr Inactive N/A 2,400.00 2,400.00 0.0000 0.00 N/A

    25.00 hr Inactive N/A 2,402.75 2,402.73 7.1102 0.02 N/A

    26.00 hr Inactive N/A 2,402.75 2,402.73 7.1106 0.02 N/A

    27.00 hr Inactive N/A 2,402.75 2,402.73 7.1115 0.02 N/A

    28.00 hr Inactive N/A 2,402.75 2,402.73 7.1098 0.02 N/A29.00 hr Inactive N/A 2,402.75 2,402.73 7.1114 0.02 N/A

    30.00 hr Inactive N/A 2,402.75 2,402.73 7.1112 0.02 N/A

    31.00 hr Inactive N/A 2,402.75 2,402.73 7.1108 0.02 N/A

    32.00 hr Inactive N/A 2,402.75 2,402.73 7.1104 0.02 N/A

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    2/50

    Detailed Report for Valve: FCV-1

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:55

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 2

    Calculated Results Summary

    Time Status Constituent(mg/l)

    FromGrade

    (m)

    ToGrade

    (m)

    Flow(m/s)

    Headloss(m)

    Setting(m/s)

    33.00 hr Inactive N/A 2,402.75 2,402.73 7.1109 0.02 N/A

    34.00 hr Inactive N/A 2,402.75 2,402.73 7.1111 0.02 N/A

    35.00 hr Inactive N/A 2,402.75 2,402.73 7.1108 0.02 N/A36.00 hr Inactive N/A 2,402.75 2,402.73 7.1102 0.02 N/A

    37.00 hr Inactive N/A 2,402.75 2,402.73 7.1112 0.02 N/A

    38.00 hr Inactive N/A 2,402.75 2,402.73 7.1103 0.02 N/A

    39.00 hr Inactive N/A 2,402.75 2,402.73 7.1098 0.02 N/A

    40.00 hr Inactive N/A 2,402.75 2,402.73 7.1108 0.02 N/A

    41.00 hr Inactive N/A 2,402.75 2,402.73 7.1102 0.02 N/A

    42.00 hr Inactive N/A 2,402.75 2,402.73 7.1108 0.02 N/A

    43.00 hr Inactive N/A 2,402.75 2,402.73 7.1113 0.02 N/A

    44.00 hr Inactive N/A 2,402.75 2,402.73 7.1111 0.02 N/A

    45.00 hr Inactive N/A 2,402.75 2,402.73 7.1109 0.02 N/A

    46.00 hr Inactive N/A 2,402.75 2,402.73 7.1098 0.02 N/A

    47.00 hr Inactive N/A 2,402.75 2,402.73 7.1106 0.02 N/A

    48.00 hr Inactive N/A 2,400.00 2,400.00 0.5408e-7 0.00 N/A

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    3/50

    Detailed Report for Valve: FCV-2

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:55

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 3

    Scenario Summary

    Label Base

    Demand Alternative Base-Average Daily

    Physical Alternative Base-Physical

    Initial Settings Alternative Base-Initial Settings

    Operational Alternative Base-Operational

    Age Alternative Base-Age AlternativeConstituent Alternative Base-Constituent

    Trace Alternative Base-Trace Alternative

    Fire Flow Alternative Base-Fire Flow

    Calibration Summary

    Demand Roughness

    Geometric Summary

    X 3,067.77 m From Pipe P-12

    Y 3,068.11 m To Pipe P-13

    Elevation 2,530.00 m Diameter 150 mm

    Minor Loss 0.00

    Initial Condition Summary

    Status Inactive Flow 6.0000 m/s

    Calculated Results Summary

    Time Status Constituent(mg/l)

    FromGrade

    (m)

    ToGrade

    (m)

    Flow(m/s)

    Headloss(m)

    Setting(m/s)

    0.00 hr Inactive N/A 2,544.62 2,544.61 6.1942 0.01 N/A

    1.00 hr Inactive N/A 2,544.26 2,544.25 6.2190 0.01 N/A

    2.00 hr Inactive N/A 2,543.92 2,543.90 6.2429 0.01 N/A

    3.00 hr Inactive N/A 2,543.58 2,543.57 6.2660 0.01 N/A

    4.00 hr Inactive N/A 2,543.26 2,543.25 6.2884 0.02 N/A

    5.00 hr Inactive N/A 2,542.95 2,542.94 6.3100 0.02 N/A

    6.00 hr Inactive N/A 2,542.79 2,542.77 6.3257 0.02 N/A

    7.00 hr Inactive N/A 2,542.79 2,542.77 6.3349 0.02 N/A

    8.00 hr Inactive N/A 2,542.78 2,542.76 6.3443 0.02 N/A

    9.00 hr Inactive N/A 2,542.79 2,542.78 6.3526 0.02 N/A

    10.00 hr Inactive N/A 2,542.77 2,542.76 6.3623 0.02 N/A

    11.00 hr Inactive N/A 2,542.78 2,542.76 6.3708 0.02 N/A

    12.00 hr Inactive N/A 2,542.87 2,542.85 6.3760 0.02 N/A

    13.00 hr Inactive N/A 2,542.86 2,542.85 6.3846 0.02 N/A

    14.00 hr Inactive N/A 2,542.83 2,542.81 6.3942 0.02 N/A

    15.00 hr Inactive N/A 2,542.90 2,542.89 6.3995 0.02 N/A

    16.00 hr Inactive N/A 2,542.84 2,542.83 6.4100 0.02 N/A

    17.00 hr Inactive N/A 2,542.87 2,542.85 6.4170 0.02 N/A

    18.00 hr Inactive N/A 2,542.89 2,542.87 6.4240 0.02 N/A

    19.00 hr Inactive N/A 2,542.87 2,542.85 6.4326 0.02 N/A

    20.00 hr Inactive N/A 2,542.87 2,542.85 6.4119 0.02 N/A

    21.00 hr Inactive N/A 2,542.84 2,542.82 6.3644 0.02 N/A

    22.00 hr Inactive N/A 2,542.77 2,542.76 6.3182 0.02 N/A

    23.00 hr Inactive N/A 2,542.69 2,542.68 6.2726 0.01 N/A

    24.00 hr Inactive N/A 2,540.00 2,540.00 0.1099e-5 0.00 N/A

    25.00 hr Inactive N/A 2,542.70 2,542.68 6.2626 0.01 N/A

    26.00 hr Inactive N/A 2,542.72 2,542.71 6.2719 0.01 N/A

    27.00 hr Inactive N/A 2,542.76 2,542.75 6.2803 0.01 N/A

    28.00 hr Inactive N/A 2,542.71 2,542.69 6.2923 0.01 N/A29.00 hr Inactive N/A 2,542.78 2,542.76 6.2994 0.02 N/A

    30.00 hr Inactive N/A 2,542.78 2,542.76 6.3090 0.02 N/A

    31.00 hr Inactive N/A 2,542.77 2,542.76 6.3187 0.02 N/A

    32.00 hr Inactive N/A 2,542.76 2,542.74 6.3284 0.02 N/A

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    4/50

    Detailed Report for Valve: FCV-2

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:55

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 4

    Calculated Results Summary

    Time Status Constituent(mg/l)

    FromGrade

    (m)

    ToGrade

    (m)

    Flow(m/s)

    Headloss(m)

    Setting(m/s)

    33.00 hr Inactive N/A 2,542.79 2,542.77 6.3365 0.02 N/A

    34.00 hr Inactive N/A 2,542.80 2,542.79 6.3451 0.02 N/A

    35.00 hr Inactive N/A 2,542.80 2,542.78 6.3541 0.02 N/A36.00 hr Inactive N/A 2,542.78 2,542.77 6.3635 0.02 N/A

    37.00 hr Inactive N/A 2,542.83 2,542.82 6.3703 0.02 N/A

    38.00 hr Inactive N/A 2,542.80 2,542.79 6.3799 0.02 N/A

    39.00 hr Inactive N/A 2,542.79 2,542.78 6.3888 0.02 N/A

    40.00 hr Inactive N/A 2,542.84 2,542.82 6.3952 0.02 N/A

    41.00 hr Inactive N/A 2,542.82 2,542.81 6.4040 0.02 N/A

    42.00 hr Inactive N/A 2,542.85 2,542.83 6.4109 0.02 N/A

    43.00 hr Inactive N/A 2,542.88 2,542.86 6.4178 0.02 N/A

    44.00 hr Inactive N/A 2,542.85 2,542.83 6.3984 0.02 N/A

    45.00 hr Inactive N/A 2,542.80 2,542.79 6.3514 0.02 N/A

    46.00 hr Inactive N/A 2,542.72 2,542.70 6.3059 0.01 N/A

    47.00 hr Inactive N/A 2,542.71 2,542.70 6.2574 0.01 N/A

    48.00 hr Inactive N/A 2,540.00 2,540.00 0.2747e-6 0.00 N/A

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    5/50

    Detailed Report for Junction: J-1

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:56

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 5

    Scenario Summary

    Label Base

    Demand Alternative Base-Average Daily

    Physical Alternative Base-Physical

    Initial Settings Alternative Base-Initial Settings

    Operational Alternative Base-Operational

    Age Alternative Base-Age AlternativeConstituent Alternative Base-Constituent

    Trace Alternative Base-Trace Alternative

    Fire Flow Alternative Base-Fire Flow

    Calibration Summary

    Demand Roughness

    Geometric Summary

    X 3,015.99 m Elevation 2,600.00 m

    Y 3,068.36 m Zone Zone-1

    Connecting Pipes

    P-3

    P-14

    Calculated Results Summary

    Time Constituent(mg/l)

    CalculatedHydraulic

    Grade(m)

    Pressure(m H2O)

    Demand(Calculated)

    (m/s)

    PressureHead(m)

    0.00 hr N/A 2,618.30 18 0.0000 18.30

    1.00 hr N/A 2,618.53 18 0.0000 18.53

    2.00 hr N/A 2,618.75 19 0.0000 18.75

    3.00 hr N/A 2,618.97 19 0.0000 18.97

    4.00 hr N/A 2,619.18 19 0.0000 19.18

    5.00 hr N/A 2,619.39 19 0.0000 19.39

    6.00 hr N/A 2,619.60 20 0.0000 19.60

    7.00 hr N/A 2,619.82 20 0.0000 19.82

    8.00 hr N/A 2,620.04 20 0.0000 20.04

    9.00 hr N/A 2,620.26 20 0.0000 20.26

    10.00 hr N/A 2,620.47 20 0.0000 20.47

    11.00 hr N/A 2,620.68 21 0.0000 20.68

    12.00 hr N/A 2,620.90 21 0.0000 20.90

    13.00 hr N/A 2,621.10 21 0.0000 21.10

    14.00 hr N/A 2,621.30 21 0.0000 21.30

    15.00 hr N/A 2,621.51 21 0.0000 21.51

    16.00 hr N/A 2,621.70 22 0.0000 21.70

    17.00 hr N/A 2,621.90 22 0.0000 21.90

    18.00 hr N/A 2,622.09 22 0.0000 22.09

    19.00 hr N/A 2,622.28 22 0.0000 22.28

    20.00 hr N/A 2,621.78 22 0.0000 21.78

    21.00 hr N/A 2,620.59 21 0.0000 20.59

    22.00 hr N/A 2,619.41 19 0.0000 19.41

    23.00 hr N/A 2,618.23 18 0.0000 18.23

    24.00 hr N/A 2,540.00 -60 0.0000 -60.00

    25.00 hr N/A 2,618.00 18 0.0000 18.00

    26.00 hr N/A 2,618.25 18 0.0000 18.25

    27.00 hr N/A 2,618.49 18 0.0000 18.49

    28.00 hr N/A 2,618.72 19 0.0000 18.72

    29.00 hr N/A 2,618.96 19 0.0000 18.96

    30.00 hr N/A 2,619.19 19 0.0000 19.19

    31.00 hr N/A 2,619.42 19 0.0000 19.42

    32.00 hr N/A 2,619.64 20 0.0000 19.64

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    6/50

    Detailed Report for Junction: J-1

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:56

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 6

    Calculated Results Summary

    Time Constituent(mg/l)

    CalculatedHydraulic

    Grade(m)

    Pressure(m H2O)

    Demand(Calculated)

    (m/s)

    PressureHead(m)

    33.00 hr N/A 2,619.86 20 0.0000 19.86

    34.00 hr N/A 2,620.09 20 0.0000 20.09

    35.00 hr N/A 2,620.30 20 0.0000 20.30

    36.00 hr N/A 2,620.51 20 0.0000 20.51

    37.00 hr N/A 2,620.73 21 0.0000 20.73

    38.00 hr N/A 2,620.93 21 0.0000 20.93

    39.00 hr N/A 2,621.13 21 0.0000 21.13

    40.00 hr N/A 2,621.34 21 0.0000 21.34

    41.00 hr N/A 2,621.54 21 0.0000 21.54

    42.00 hr N/A 2,621.73 22 0.0000 21.73

    43.00 hr N/A 2,621.93 22 0.0000 21.93

    44.00 hr N/A 2,621.43 21 0.0000 21.43

    45.00 hr N/A 2,620.24 20 0.0000 20.24

    46.00 hr N/A 2,619.06 19 0.0000 19.06

    47.00 hr N/A 2,617.89 18 0.0000 17.89

    48.00 hr N/A 2,540.00 -60 0.0000 -60.00

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    7/50

    Detailed Report for Junction: J-2

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:56

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 7

    Scenario Summary

    Label Base

    Demand Alternative Base-Average Daily

    Physical Alternative Base-Physical

    Initial Settings Alternative Base-Initial Settings

    Operational Alternative Base-Operational

    Age Alternative Base-Age AlternativeConstituent Alternative Base-Constituent

    Trace Alternative Base-Trace Alternative

    Fire Flow Alternative Base-Fire Flow

    Calibration Summary

    Demand Roughness

    Geometric Summary

    X 3,050.66 m Elevation 2,500.00 m

    Y 3,064.46 m Zone Zone-1

    Connecting Pipes

    P-15

    P-12

    Calculated Results Summary

    Time Constituent(mg/l)

    CalculatedHydraulic

    Grade(m)

    Pressure(m H2O)

    Demand(Calculated)

    (m/s)

    PressureHead(m)

    0.00 hr N/A 2,559.75 60 0.0000 59.75

    1.00 hr N/A 2,559.52 59 0.0000 59.52

    2.00 hr N/A 2,559.29 59 0.0000 59.29

    3.00 hr N/A 2,559.07 59 0.0000 59.07

    4.00 hr N/A 2,558.85 59 0.0000 58.85

    5.00 hr N/A 2,558.65 59 0.0000 58.65

    6.00 hr N/A 2,558.57 58 0.0000 58.57

    7.00 hr N/A 2,558.61 58 0.0000 58.61

    8.00 hr N/A 2,558.65 59 0.0000 58.65

    9.00 hr N/A 2,558.71 59 0.0000 58.71

    10.00 hr N/A 2,558.73 59 0.0000 58.73

    11.00 hr N/A 2,558.78 59 0.0000 58.78

    12.00 hr N/A 2,558.89 59 0.0000 58.89

    13.00 hr N/A 2,558.93 59 0.0000 58.93

    14.00 hr N/A 2,558.95 59 0.0000 58.95

    15.00 hr N/A 2,559.05 59 0.0000 59.05

    16.00 hr N/A 2,559.04 59 0.0000 59.04

    17.00 hr N/A 2,559.10 59 0.0000 59.10

    18.00 hr N/A 2,559.16 59 0.0000 59.16

    19.00 hr N/A 2,559.18 59 0.0000 59.18

    20.00 hr N/A 2,559.08 59 0.0000 59.08

    21.00 hr N/A 2,558.81 59 0.0000 58.81

    22.00 hr N/A 2,558.51 58 0.0000 58.51

    23.00 hr N/A 2,558.21 58 0.0000 58.21

    24.00 hr N/A 2,540.00 40 0.0000 40.00

    25.00 hr N/A 2,558.17 58 0.0000 58.17

    26.00 hr N/A 2,558.23 58 0.0000 58.23

    27.00 hr N/A 2,558.32 58 0.0000 58.32

    28.00 hr N/A 2,558.32 58 0.0000 58.32

    29.00 hr N/A 2,558.42 58 0.0000 58.42

    30.00 hr N/A 2,558.47 58 0.0000 58.47

    31.00 hr N/A 2,558.51 58 0.0000 58.51

    32.00 hr N/A 2,558.55 58 0.0000 58.55

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    8/50

    Detailed Report for Junction: J-2

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:56

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 8

    Calculated Results Summary

    Time Constituent(mg/l)

    CalculatedHydraulic

    Grade(m)

    Pressure(m H2O)

    Demand(Calculated)

    (m/s)

    PressureHead(m)

    33.00 hr N/A 2,558.62 58 0.0000 58.62

    34.00 hr N/A 2,558.68 59 0.0000 58.68

    35.00 hr N/A 2,558.72 59 0.0000 58.72

    36.00 hr N/A 2,558.75 59 0.0000 58.75

    37.00 hr N/A 2,558.83 59 0.0000 58.83

    38.00 hr N/A 2,558.85 59 0.0000 58.85

    39.00 hr N/A 2,558.88 59 0.0000 58.88

    40.00 hr N/A 2,558.96 59 0.0000 58.96

    41.00 hr N/A 2,558.99 59 0.0000 58.99

    42.00 hr N/A 2,559.05 59 0.0000 59.05

    43.00 hr N/A 2,559.11 59 0.0000 59.11

    44.00 hr N/A 2,558.99 59 0.0000 58.99

    45.00 hr N/A 2,558.71 59 0.0000 58.71

    46.00 hr N/A 2,558.40 58 0.0000 58.40

    47.00 hr N/A 2,558.15 58 0.0000 58.15

    48.00 hr N/A 2,540.00 40 0.0000 40.00

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    9/50

    Detailed Report for Junction: J-4

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:56

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 9

    Scenario Summary

    Label Base

    Demand Alternative Base-Average Daily

    Physical Alternative Base-Physical

    Initial Settings Alternative Base-Initial Settings

    Operational Alternative Base-Operational

    Age Alternative Base-Age AlternativeConstituent Alternative Base-Constituent

    Trace Alternative Base-Trace Alternative

    Fire Flow Alternative Base-Fire Flow

    Calibration Summary

    Demand Roughness

    Geometric Summary

    X 3,086.71 m Elevation 2,500.00 m

    Y 3,063.14 m Zone Zone-1

    Connecting Pipes

    P-6

    P-7

    Calculated Results Summary

    Time Constituent(mg/l)

    CalculatedHydraulic

    Grade(m)

    Pressure(m H2O)

    Demand(Calculated)

    (m/s)

    PressureHead(m)

    0.00 hr N/A 2,528.48 28 0.0000 28.48

    1.00 hr N/A 2,528.13 28 0.0000 28.13

    2.00 hr N/A 2,527.80 28 0.0000 27.80

    3.00 hr N/A 2,527.48 27 0.0000 27.48

    4.00 hr N/A 2,527.17 27 0.0000 27.17

    5.00 hr N/A 2,526.88 27 0.0000 26.88

    6.00 hr N/A 2,526.72 27 0.0000 26.72

    7.00 hr N/A 2,526.71 27 0.0000 26.71

    8.00 hr N/A 2,526.70 27 0.0000 26.70

    9.00 hr N/A 2,526.70 27 0.0000 26.70

    10.00 hr N/A 2,526.68 27 0.0000 26.68

    11.00 hr N/A 2,526.67 27 0.0000 26.67

    12.00 hr N/A 2,526.75 27 0.0000 26.75

    13.00 hr N/A 2,526.74 27 0.0000 26.74

    14.00 hr N/A 2,526.70 27 0.0000 26.70

    15.00 hr N/A 2,526.76 27 0.0000 26.76

    16.00 hr N/A 2,526.70 27 0.0000 26.70

    17.00 hr N/A 2,526.72 27 0.0000 26.72

    18.00 hr N/A 2,526.73 27 0.0000 26.73

    19.00 hr N/A 2,526.71 27 0.0000 26.71

    20.00 hr N/A 2,526.72 27 0.0000 26.72

    21.00 hr N/A 2,526.73 27 0.0000 26.73

    22.00 hr N/A 2,526.71 27 0.0000 26.71

    23.00 hr N/A 2,526.67 27 0.0000 26.67

    24.00 hr N/A 2,400.00 -100 0.0000 -100.00

    25.00 hr N/A 2,526.69 27 0.0000 26.69

    26.00 hr N/A 2,526.70 27 0.0000 26.70

    27.00 hr N/A 2,526.73 27 0.0000 26.73

    28.00 hr N/A 2,526.67 27 0.0000 26.67

    29.00 hr N/A 2,526.73 27 0.0000 26.73

    30.00 hr N/A 2,526.72 27 0.0000 26.72

    31.00 hr N/A 2,526.71 27 0.0000 26.71

    32.00 hr N/A 2,526.69 27 0.0000 26.69

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    10/50

    Detailed Report for Junction: J-4

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:56

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 10

    Calculated Results Summary

    Time Constituent(mg/l)

    CalculatedHydraulic

    Grade(m)

    Pressure(m H2O)

    Demand(Calculated)

    (m/s)

    PressureHead(m)

    33.00 hr N/A 2,526.71 27 0.0000 26.71

    34.00 hr N/A 2,526.72 27 0.0000 26.72

    35.00 hr N/A 2,526.71 27 0.0000 26.71

    36.00 hr N/A 2,526.69 27 0.0000 26.69

    37.00 hr N/A 2,526.72 27 0.0000 26.72

    38.00 hr N/A 2,526.69 27 0.0000 26.69

    39.00 hr N/A 2,526.67 27 0.0000 26.67

    40.00 hr N/A 2,526.71 27 0.0000 26.71

    41.00 hr N/A 2,526.69 27 0.0000 26.69

    42.00 hr N/A 2,526.71 27 0.0000 26.71

    43.00 hr N/A 2,526.73 27 0.0000 26.73

    44.00 hr N/A 2,526.72 27 0.0000 26.72

    45.00 hr N/A 2,526.71 27 0.0000 26.71

    46.00 hr N/A 2,526.67 27 0.0000 26.67

    47.00 hr N/A 2,526.70 27 0.0000 26.70

    48.00 hr N/A 2,400.00 -100 0.0000 -100.00

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    11/50

    Detailed Report for Junction: J-5

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:56

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 11

    Scenario Summary

    Label Base

    Demand Alternative Base-Average Daily

    Physical Alternative Base-Physical

    Initial Settings Alternative Base-Initial Settings

    Operational Alternative Base-Operational

    Age Alternative Base-Age AlternativeConstituent Alternative Base-Constituent

    Trace Alternative Base-Trace Alternative

    Fire Flow Alternative Base-Fire Flow

    Calibration Summary

    Demand Roughness

    Geometric Summary

    X 3,109.87 m Elevation 2,350.00 m

    Y 3,057.65 m Zone Zone-1

    Connecting Pipes

    P-7

    P-8

    Calculated Results Summary

    Time Constituent(mg/l)

    CalculatedHydraulic

    Grade(m)

    Pressure(m H2O)

    Demand(Calculated)

    (m/s)

    PressureHead(m)

    0.00 hr N/A 2,508.20 158 0.0000 158.20

    1.00 hr N/A 2,507.91 158 0.0000 157.91

    2.00 hr N/A 2,507.63 157 0.0000 157.63

    3.00 hr N/A 2,507.36 157 0.0000 157.36

    4.00 hr N/A 2,507.10 157 0.0000 157.10

    5.00 hr N/A 2,506.85 156 0.0000 156.85

    6.00 hr N/A 2,506.71 156 0.0000 156.71

    7.00 hr N/A 2,506.71 156 0.0000 156.71

    8.00 hr N/A 2,506.69 156 0.0000 156.69

    9.00 hr N/A 2,506.70 156 0.0000 156.70

    10.00 hr N/A 2,506.68 156 0.0000 156.68

    11.00 hr N/A 2,506.67 156 0.0000 156.67

    12.00 hr N/A 2,506.74 156 0.0000 156.74

    13.00 hr N/A 2,506.73 156 0.0000 156.73

    14.00 hr N/A 2,506.70 156 0.0000 156.70

    15.00 hr N/A 2,506.75 156 0.0000 156.75

    16.00 hr N/A 2,506.70 156 0.0000 156.70

    17.00 hr N/A 2,506.71 156 0.0000 156.71

    18.00 hr N/A 2,506.72 156 0.0000 156.72

    19.00 hr N/A 2,506.70 156 0.0000 156.70

    20.00 hr N/A 2,506.72 156 0.0000 156.72

    21.00 hr N/A 2,506.73 156 0.0000 156.73

    22.00 hr N/A 2,506.71 156 0.0000 156.71

    23.00 hr N/A 2,506.67 156 0.0000 156.67

    24.00 hr N/A 2,400.00 50 0.0000 50.00

    25.00 hr N/A 2,506.69 156 0.0000 156.69

    26.00 hr N/A 2,506.70 156 0.0000 156.70

    27.00 hr N/A 2,506.72 156 0.0000 156.72

    28.00 hr N/A 2,506.67 156 0.0000 156.67

    29.00 hr N/A 2,506.72 156 0.0000 156.72

    30.00 hr N/A 2,506.72 156 0.0000 156.72

    31.00 hr N/A 2,506.70 156 0.0000 156.70

    32.00 hr N/A 2,506.69 156 0.0000 156.69

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    12/50

    Detailed Report for Junction: J-5

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:56

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 12

    Calculated Results Summary

    Time Constituent(mg/l)

    CalculatedHydraulic

    Grade(m)

    Pressure(m H2O)

    Demand(Calculated)

    (m/s)

    PressureHead(m)

    33.00 hr N/A 2,506.71 156 0.0000 156.71

    34.00 hr N/A 2,506.71 156 0.0000 156.71

    35.00 hr N/A 2,506.70 156 0.0000 156.70

    36.00 hr N/A 2,506.69 156 0.0000 156.69

    37.00 hr N/A 2,506.72 156 0.0000 156.72

    38.00 hr N/A 2,506.69 156 0.0000 156.69

    39.00 hr N/A 2,506.67 156 0.0000 156.67

    40.00 hr N/A 2,506.70 156 0.0000 156.70

    41.00 hr N/A 2,506.69 156 0.0000 156.69

    42.00 hr N/A 2,506.70 156 0.0000 156.70

    43.00 hr N/A 2,506.72 156 0.0000 156.72

    44.00 hr N/A 2,506.71 156 0.0000 156.71

    45.00 hr N/A 2,506.71 156 0.0000 156.71

    46.00 hr N/A 2,506.67 156 0.0000 156.67

    47.00 hr N/A 2,506.70 156 0.0000 156.70

    48.00 hr N/A 2,400.00 50 0.0000 50.00

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    13/50

    Detailed Report for Junction: J-6

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:56

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 13

    Scenario Summary

    Label Base

    Demand Alternative Base-Average Daily

    Physical Alternative Base-Physical

    Initial Settings Alternative Base-Initial Settings

    Operational Alternative Base-Operational

    Age Alternative Base-Age AlternativeConstituent Alternative Base-Constituent

    Trace Alternative Base-Trace Alternative

    Fire Flow Alternative Base-Fire Flow

    Calibration Summary

    Demand Roughness

    Geometric Summary

    X 3,125.83 m Elevation 2,250.00 m

    Y 3,056.74 m Zone Zone-1

    Connecting Pipes

    P-8

    P-10

    Calculated Results Summary

    Time Constituent(mg/l)

    CalculatedHydraulic

    Grade(m)

    Pressure(m H2O)

    Demand(Calculated)

    (m/s)

    PressureHead(m)

    0.00 hr N/A 2,410.16 160 0.0000 160.16

    1.00 hr N/A 2,410.13 160 0.0000 160.13

    2.00 hr N/A 2,410.11 160 0.0000 160.11

    3.00 hr N/A 2,410.08 160 0.0000 160.08

    4.00 hr N/A 2,410.06 160 0.0000 160.06

    5.00 hr N/A 2,410.03 160 0.0000 160.03

    6.00 hr N/A 2,410.02 160 0.0000 160.02

    7.00 hr N/A 2,410.02 160 0.0000 160.02

    8.00 hr N/A 2,410.02 160 0.0000 160.02

    9.00 hr N/A 2,410.02 160 0.0000 160.02

    10.00 hr N/A 2,410.02 160 0.0000 160.02

    11.00 hr N/A 2,410.02 160 0.0000 160.02

    12.00 hr N/A 2,410.02 160 0.0000 160.02

    13.00 hr N/A 2,410.02 160 0.0000 160.02

    14.00 hr N/A 2,410.02 160 0.0000 160.02

    15.00 hr N/A 2,410.03 160 0.0000 160.03

    16.00 hr N/A 2,410.02 160 0.0000 160.02

    17.00 hr N/A 2,410.02 160 0.0000 160.02

    18.00 hr N/A 2,410.02 160 0.0000 160.02

    19.00 hr N/A 2,410.02 160 0.0000 160.02

    20.00 hr N/A 2,410.02 160 0.0000 160.02

    21.00 hr N/A 2,410.02 160 0.0000 160.02

    22.00 hr N/A 2,410.02 160 0.0000 160.02

    23.00 hr N/A 2,410.02 160 0.0000 160.02

    24.00 hr N/A 2,400.00 150 0.0000 150.00

    25.00 hr N/A 2,410.02 160 0.0000 160.02

    26.00 hr N/A 2,410.02 160 0.0000 160.02

    27.00 hr N/A 2,410.02 160 0.0000 160.02

    28.00 hr N/A 2,410.02 160 0.0000 160.02

    29.00 hr N/A 2,410.02 160 0.0000 160.02

    30.00 hr N/A 2,410.02 160 0.0000 160.02

    31.00 hr N/A 2,410.02 160 0.0000 160.02

    32.00 hr N/A 2,410.02 160 0.0000 160.02

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    14/50

    Detailed Report for Junction: J-6

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:56

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 14

    Calculated Results Summary

    Time Constituent(mg/l)

    CalculatedHydraulic

    Grade(m)

    Pressure(m H2O)

    Demand(Calculated)

    (m/s)

    PressureHead(m)

    33.00 hr N/A 2,410.02 160 0.0000 160.02

    34.00 hr N/A 2,410.02 160 0.0000 160.02

    35.00 hr N/A 2,410.02 160 0.0000 160.02

    36.00 hr N/A 2,410.02 160 0.0000 160.02

    37.00 hr N/A 2,410.02 160 0.0000 160.02

    38.00 hr N/A 2,410.02 160 0.0000 160.02

    39.00 hr N/A 2,410.02 160 0.0000 160.02

    40.00 hr N/A 2,410.02 160 0.0000 160.02

    41.00 hr N/A 2,410.02 160 0.0000 160.02

    42.00 hr N/A 2,410.02 160 0.0000 160.02

    43.00 hr N/A 2,410.02 160 0.0000 160.02

    44.00 hr N/A 2,410.02 160 0.0000 160.02

    45.00 hr N/A 2,410.02 160 0.0000 160.02

    46.00 hr N/A 2,410.02 160 0.0000 160.02

    47.00 hr N/A 2,410.02 160 0.0000 160.02

    48.00 hr N/A 2,400.00 150 0.0000 150.00

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    15/50

    Detailed Report for Junction: J-7

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:56

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 15

    Scenario Summary

    Label Base

    Demand Alternative Base-Average Daily

    Physical Alternative Base-Physical

    Initial Settings Alternative Base-Initial Settings

    Operational Alternative Base-Operational

    Age Alternative Base-Age AlternativeConstituent Alternative Base-Constituent

    Trace Alternative Base-Trace Alternative

    Fire Flow Alternative Base-Fire Flow

    Calibration Summary

    Demand Roughness

    Geometric Summary

    X 3,032.98 m Elevation 2,467.00 m

    Y 3,065.12 m Zone Zone-1

    Connecting Pipes

    P-14

    P-15

    Calculated Results Summary

    Time Constituent(mg/l)

    CalculatedHydraulic

    Grade(m)

    Pressure(m H2O)

    Demand(Calculated)

    (m/s)

    PressureHead(m)

    0.00 hr N/A 2,597.77 130 0.0000 130.77

    1.00 hr N/A 2,597.83 131 0.0000 130.83

    2.00 hr N/A 2,597.90 131 0.0000 130.90

    3.00 hr N/A 2,597.96 131 0.0000 130.96

    4.00 hr N/A 2,598.03 131 0.0000 131.03

    5.00 hr N/A 2,598.09 131 0.0000 131.09

    6.00 hr N/A 2,598.20 131 0.0000 131.20

    7.00 hr N/A 2,598.36 131 0.0000 131.36

    8.00 hr N/A 2,598.52 131 0.0000 131.52

    9.00 hr N/A 2,598.68 131 0.0000 131.68

    10.00 hr N/A 2,598.82 131 0.0000 131.82

    11.00 hr N/A 2,598.98 132 0.0000 131.98

    12.00 hr N/A 2,599.16 132 0.0000 132.16

    13.00 hr N/A 2,599.30 132 0.0000 132.30

    14.00 hr N/A 2,599.44 132 0.0000 132.44

    15.00 hr N/A 2,599.61 132 0.0000 132.61

    16.00 hr N/A 2,599.73 132 0.0000 132.73

    17.00 hr N/A 2,599.88 133 0.0000 132.88

    18.00 hr N/A 2,600.02 133 0.0000 133.02

    19.00 hr N/A 2,600.15 133 0.0000 133.15

    20.00 hr N/A 2,599.79 132 0.0000 132.79

    21.00 hr N/A 2,598.93 132 0.0000 131.93

    22.00 hr N/A 2,598.05 131 0.0000 131.05

    23.00 hr N/A 2,597.18 130 0.0000 130.18

    24.00 hr N/A 2,540.00 73 0.0000 73.00

    25.00 hr N/A 2,597.02 130 0.0000 130.02

    26.00 hr N/A 2,597.20 130 0.0000 130.20

    27.00 hr N/A 2,597.39 130 0.0000 130.39

    28.00 hr N/A 2,597.54 130 0.0000 130.54

    29.00 hr N/A 2,597.73 130 0.0000 130.73

    30.00 hr N/A 2,597.90 131 0.0000 130.90

    31.00 hr N/A 2,598.06 131 0.0000 131.06

    32.00 hr N/A 2,598.22 131 0.0000 131.22

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    16/50

    Detailed Report for Junction: J-7

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:56

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 16

    Calculated Results Summary

    Time Constituent(mg/l)

    CalculatedHydraulic

    Grade(m)

    Pressure(m H2O)

    Demand(Calculated)

    (m/s)

    PressureHead(m)

    33.00 hr N/A 2,598.39 131 0.0000 131.39

    34.00 hr N/A 2,598.55 131 0.0000 131.55

    35.00 hr N/A 2,598.71 131 0.0000 131.71

    36.00 hr N/A 2,598.86 132 0.0000 131.86

    37.00 hr N/A 2,599.02 132 0.0000 132.02

    38.00 hr N/A 2,599.16 132 0.0000 132.16

    39.00 hr N/A 2,599.31 132 0.0000 132.31

    40.00 hr N/A 2,599.47 132 0.0000 132.47

    41.00 hr N/A 2,599.60 132 0.0000 132.60

    42.00 hr N/A 2,599.75 132 0.0000 132.75

    43.00 hr N/A 2,599.90 133 0.0000 132.90

    44.00 hr N/A 2,599.53 132 0.0000 132.53

    45.00 hr N/A 2,598.66 131 0.0000 131.66

    46.00 hr N/A 2,597.79 130 0.0000 130.79

    47.00 hr N/A 2,596.94 130 0.0000 129.94

    48.00 hr N/A 2,540.00 73 0.0000 73.00

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    17/50

    Detailed Report for Pipe: P-1

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:56

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 17

    Scenario Summary

    Label Base

    Demand Alternative Base-Average Daily

    Physical Alternative Base-Physical

    Initial Settings Alternative Base-Initial Settings

    Operational Alternative Base-Operational

    Age Alternative Base-Age AlternativeConstituent Alternative Base-Constituent

    Trace Alternative Base-Trace Alternative

    Fire Flow Alternative Base-Fire Flow

    Calibration Summary

    Demand Roughness

    Geometric Summary

    From Node R-1 Diameter 1,800 mm

    To Node PMP-1-In Material Ductile Iron

    Check Valve No Roughness 0.53e-3 m

    Length 10.00 m Minor Loss 0.00

    Initial Condition Summary

    Status Open

    Calculated Results Summary

    Time Status Constituent(mg/l)

    Flow(m/s)

    Velocity(m/s)

    FromGrade

    (m)

    ToGrade

    (m)

    FrictionLoss(m)

    MinorLoss(m)

    TotalHeadloss

    (m)

    HeadlossGradient(m/km)

    0.00 hr Open N/A 7.5764 2.98 2,375.00 2,374.96 0.04 0.00 0.04 3.78

    1.00 hr Open N/A 7.5685 2.97 2,375.00 2,374.96 0.04 0.00 0.04 3.78

    2.00 hr Open N/A 7.5608 2.97 2,375.00 2,374.96 0.04 0.00 0.04 3.77

    3.00 hr Open N/A 7.5532 2.97 2,375.00 2,374.96 0.04 0.00 0.04 3.77

    4.00 hr Open N/A 7.5458 2.97 2,375.00 2,374.96 0.04 0.00 0.04 3.75

    5.00 hr Open N/A 7.5385 2.96 2,375.00 2,374.96 0.04 0.00 0.04 3.75

    6.00 hr Open N/A 7.5314 2.96 2,375.00 2,374.96 0.04 0.00 0.04 3.74

    7.00 hr Open N/A 7.5245 2.96 2,375.00 2,374.96 0.04 0.00 0.04 3.74

    8.00 hr Open N/A 7.5176 2.95 2,375.00 2,374.96 0.04 0.00 0.04 3.72

    9.00 hr Open N/A 7.5108 2.95 2,375.00 2,374.96 0.04 0.00 0.04 3.72

    10.00 hr Open N/A 7.5040 2.95 2,375.00 2,374.96 0.04 0.00 0.04 3.71

    11.00 hr Open N/A 7.4974 2.95 2,375.00 2,374.96 0.04 0.00 0.04 3.71

    12.00 hr Open N/A 7.4908 2.94 2,375.00 2,374.96 0.04 0.00 0.04 3.69

    13.00 hr Open N/A 7.4844 2.94 2,375.00 2,374.96 0.04 0.00 0.04 3.69

    14.00 hr Open N/A 7.4779 2.94 2,375.00 2,374.96 0.04 0.00 0.04 3.69

    15.00 hr Open N/A 7.4716 2.94 2,375.00 2,374.96 0.04 0.00 0.04 3.68

    16.00 hr Open N/A 7.4653 2.93 2,375.00 2,374.96 0.04 0.00 0.04 3.68

    17.00 hr Open N/A 7.4592 2.93 2,375.00 2,374.96 0.04 0.00 0.04 3.66

    18.00 hr Open N/A 7.4531 2.93 2,375.00 2,374.96 0.04 0.00 0.04 3.66

    19.00 hr Open N/A 7.4471 2.93 2,375.00 2,374.96 0.04 0.00 0.04 3.66

    20.00 hr Open N/A -0.284e-6 0 .11e-6 2,375.00 2,375.00 0.00 0.00 0.00 0.00

    21.00 hr Open N/A -0.1618e-5 0.64e-6 2,375.00 2,375.00 0.00 0.00 0.00 0.00

    22.00 hr Open N/A -0.1161e-5 0.46e-6 2,375.00 2,375.00 0.00 0.00 0.00 0.00

    23.00 hr Open N/A -0.7272e-7 0.29e-7 2,375.00 2,375.00 0.00 0.00 0.00 0.00

    24.00 hr Open N/A 7.5909 2.98 2,375.00 2,374.96 0.04 0.00 0.04 3.80

    25.00 hr Open N/A 7.5814 2.98 2,375.00 2,374.96 0.04 0.00 0.04 3.78

    26.00 hr Open N/A 7.5738 2.98 2,375.00 2,374.96 0.04 0.00 0.04 3.78

    27.00 hr Open N/A 7.5663 2.97 2,375.00 2,374.96 0.04 0.00 0.04 3.77

    28.00 hr Open N/A 7.5589 2.97 2,375.00 2,374.96 0.04 0.00 0.04 3.7729.00 hr Open N/A 7.5516 2.97 2,375.00 2,374.96 0.04 0.00 0.04 3.75

    30.00 hr Open N/A 7.5443 2.96 2,375.00 2,374.96 0.04 0.00 0.04 3.75

    31.00 hr Open N/A 7.5372 2.96 2,375.00 2,374.96 0.04 0.00 0.04 3.75

    32.00 hr Open N/A 7.5301 2.96 2,375.00 2,374.96 0.04 0.00 0.04 3.74

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    18/50

    Detailed Report for Pipe: P-1

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:56

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 18

    Calculated Results Summary

    Time Status Constituent(mg/l)

    Flow(m/s)

    Velocity(m/s)

    FromGrade

    (m)

    ToGrade

    (m)

    FrictionLoss(m)

    MinorLoss(m)

    TotalHeadloss

    (m)

    HeadlossGradient(m/km)

    33.00 hr Open N/A 7.5232 2.96 2,375.00 2,374.96 0.04 0.00 0.04 3.74

    34.00 hr Open N/A 7.5163 2.95 2,375.00 2,374.96 0.04 0.00 0.04 3.72

    35.00 hr Open N/A 7.5095 2.95 2,375.00 2,374.96 0.04 0.00 0.04 3.7236.00 hr Open N/A 7.5028 2.95 2,375.00 2,374.96 0.04 0.00 0.04 3.71

    37.00 hr Open N/A 7.4962 2.95 2,375.00 2,374.96 0.04 0.00 0.04 3.71

    38.00 hr Open N/A 7.4896 2.94 2,375.00 2,374.96 0.04 0.00 0.04 3.69

    39.00 hr Open N/A 7.4832 2.94 2,375.00 2,374.96 0.04 0.00 0.04 3.69

    40.00 hr Open N/A 7.4769 2.94 2,375.00 2,374.96 0.04 0.00 0.04 3.69

    41.00 hr Open N/A 7.4706 2.94 2,375.00 2,374.96 0.04 0.00 0.04 3.68

    42.00 hr Open N/A 7.4644 2.93 2,375.00 2,374.96 0.04 0.00 0.04 3.68

    43.00 hr Open N/A 7.4583 2.93 2,375.00 2,374.96 0.04 0.00 0.04 3.66

    44.00 hr Open N/A -0.5696e-6 0.22e-6 2,375.00 2,375.00 0.00 0.00 0.00 0.00

    45.00 hr Open N/A -0.4119e-6 0.16e-6 2,375.00 2,375.00 0.00 0.00 0.00 0.00

    46.00 hr Open N/A -0.5696e-6 0.22e-6 2,375.00 2,375.00 0.00 0.00 0.00 0.00

    47.00 hr Open N/A -0.4059e-6 0.16e-6 2,375.00 2,375.00 0.00 0.00 0.00 0.00

    48.00 hr Open N/A -0.1626e-5 0.64e-6 2,375.00 2,375.00 0.00 0.00 0.00 0.00

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    19/50

    Detailed Report for Pipe: P-2

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:56

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 19

    Scenario Summary

    Label Base

    Demand Alternative Base-Average Daily

    Physical Alternative Base-Physical

    Initial Settings Alternative Base-Initial Settings

    Operational Alternative Base-Operational

    Age Alternative Base-Age AlternativeConstituent Alternative Base-Constituent

    Trace Alternative Base-Trace Alternative

    Fire Flow Alternative Base-Fire Flow

    Calibration Summary

    Demand Roughness

    Geometric Summary

    From Node PMP-1-Out Diameter 2,100 mm

    To Node T-1 Material Ductile Iron

    Check Valve No Roughness 0.53e-3 m

    Length 20,000.00 m Minor Loss 0.00

    Initial Condition Summary

    Status Open

    Calculated Results Summary

    Time Status Constituent(mg/l)

    Flow(m/s)

    Velocity(m/s)

    FromGrade

    (m)

    ToGrade

    (m)

    FrictionLoss(m)

    MinorLoss(m)

    TotalHeadloss

    (m)

    HeadlossGradient(m/km)

    0.00 hr Open N/A 7.5764 2.19 2,658.02 2,624.00 34.02 0 .00 34.02 1.70

    1.00 hr Open N/A 7.5685 2.19 2,658.22 2,624.27 33.95 0 .00 33.95 1.70

    2.00 hr Open N/A 7.5608 2.18 2,658.42 2,624.54 33.88 0 .00 33.88 1.69

    3.00 hr Open N/A 7.5532 2.18 2,658.61 2,624.80 33.81 0 .00 33.81 1.69

    4.00 hr Open N/A 7.5458 2.18 2,658.80 2,625.05 33.74 0 .00 33.74 1.69

    5.00 hr Open N/A 7.5385 2.18 2,658.98 2,625.30 33.68 0 .00 33.68 1.68

    6.00 hr Open N/A 7.5314 2.17 2,659.16 2,625.55 33.62 0 .00 33.62 1.68

    7.00 hr Open N/A 7.5245 2.17 2,659.34 2,625.79 33.56 0 .00 33.56 1.68

    8.00 hr Open N/A 7.5176 2.17 2,659.52 2,626.02 33.49 0 .00 33.49 1.67

    9.00 hr Open N/A 7.5108 2.17 2,659.69 2,626.26 33.43 0 .00 33.43 1.67

    10.00 hr Open N/A 7.5040 2.17 2,659.86 2,626.49 33.37 0.00 33.37 1.67

    11.00 hr Open N/A 7.4974 2.16 2,660.03 2,626.71 33.32 0.00 33.32 1.67

    12.00 hr Open N/A 7.4908 2.16 2,660.20 2,626.94 33.26 0.00 33.26 1.66

    13.00 hr Open N/A 7.4844 2.16 2,660.36 2,627.16 33.20 0.00 33.20 1.66

    14.00 hr Open N/A 7.4779 2.16 2,660.52 2,627.38 33.14 0.00 33.14 1.66

    15.00 hr Open N/A 7.4716 2.16 2,660.68 2,627.59 33.09 0.00 33.09 1.65

    16.00 hr Open N/A 7.4653 2.16 2,660.84 2,627.81 33.03 0.00 33.03 1.65

    17.00 hr Open N/A 7.4592 2.15 2,660.99 2,628.01 32.98 0.00 32.98 1.65

    18.00 hr Open N/A 7.4531 2.15 2,661.15 2,628.22 32.93 0.00 32.93 1.65

    19.00 hr Open N/A 7.4471 2.15 2,661.30 2,628.43 32.87 0.00 32.87 1.64

    20.00 hr Open N/A -0.2378e-6 0.69e-7 2,627.88 2,627.88 0.00 0.00 0.00 0.00

    21.00 hr Open N/A -0.2342e-6 0.68e-7 2,626.61 2,626.61 0.00 0.00 0.00 0.00

    22.00 hr Open N/A -0.2342e-6 0.68e-7 2,625.34 2,625.34 0.00 0.00 0.00 0.00

    23.00 hr Open N/A -0.2342e-6 0.68e-7 2,624.08 2,624.08 0.00 0.00 0.00 0.00

    24.00 hr Open N/A 7.5909 2.19 2,657.65 2,623.50 34.15 0.00 34.15 1.71

    25.00 hr Open N/A 7.5814 2.19 2,657.89 2,623.83 34.06 0.00 34.06 1.70

    26.00 hr Open N/A 7.5738 2.19 2,658.08 2,624.09 33.99 0.00 33.99 1.70

    27.00 hr Open N/A 7.5663 2.18 2,658.28 2,624.35 33.93 0.00 33.93 1.70

    28.00 hr Open N/A 7.5589 2.18 2,658.47 2,624.60 33.86 0.00 33.86 1.6929.00 hr Open N/A 7.5516 2.18 2,658.65 2,624.86 33.80 0.00 33.80 1.69

    30.00 hr Open N/A 7.5443 2.18 2,658.84 2,625.10 33.73 0.00 33.73 1.69

    31.00 hr Open N/A 7.5372 2.18 2,659.02 2,625.35 33.67 0.00 33.67 1.68

    32.00 hr Open N/A 7.5301 2.17 2,659.20 2,625.59 33.61 0.00 33.61 1.68

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    20/50

    Detailed Report for Pipe: P-2

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:56

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 20

    Calculated Results Summary

    Time Status Constituent(mg/l)

    Flow(m/s)

    Velocity(m/s)

    FromGrade

    (m)

    ToGrade

    (m)

    FrictionLoss(m)

    MinorLoss(m)

    TotalHeadloss

    (m)

    HeadlossGradient(m/km)

    33.00 hr Open N/A 7.5232 2.17 2,659.37 2,625.83 33.54 0.00 33.54 1.68

    34.00 hr Open N/A 7.5163 2.17 2,659.55 2,626.07 33.48 0.00 33.48 1.67

    35.00 hr Open N/A 7.5095 2.17 2,659.72 2,626.30 33.42 0.00 33.42 1.6736.00 hr Open N/A 7.5028 2.17 2,659.89 2,626.53 33.36 0.00 33.36 1.67

    37.00 hr Open N/A 7.4962 2.16 2,660.06 2,626.76 33.30 0.00 33.30 1.67

    38.00 hr Open N/A 7.4896 2.16 2,660.23 2,626.98 33.25 0.00 33.25 1.66

    39.00 hr Open N/A 7.4832 2.16 2,660.39 2,627.20 33.19 0.00 33.19 1.66

    40.00 hr Open N/A 7.4769 2.16 2,660.55 2,627.41 33.13 0.00 33.13 1.66

    41.00 hr Open N/A 7.4706 2.16 2,660.71 2,627.63 33.08 0.00 33.08 1.65

    42.00 hr Open N/A 7.4644 2.16 2,660.86 2,627.84 33.02 0.00 33.02 1.65

    43.00 hr Open N/A 7.4583 2.15 2,661.02 2,628.05 32.97 0.00 32.97 1.65

    44.00 hr Open N/A -0.2305e-6 0.67e-7 2,627.51 2,627.51 0.00 0.00 0.00 0.00

    45.00 hr Open N/A -0.2342e-6 0.68e-7 2,626.23 2,626.23 0.00 0.00 0.00 0.00

    46.00 hr Open N/A -0.2342e-6 0.68e-7 2,624.96 2,624.96 0.00 0.00 0.00 0.00

    47.00 hr Open N/A -0.2305e-6 0.67e-7 2,623.71 2,623.71 0.00 0.00 0.00 0.00

    48.00 hr Open N/A -0.2305e-6 0.67e-7 2,623.50 2,623.50 0.00 0.00 0.00 0.00

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    21/50

    Detailed Report for Pipe: P-3

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:57

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 21

    Scenario Summary

    Label Base

    Demand Alternative Base-Average Daily

    Physical Alternative Base-Physical

    Initial Settings Alternative Base-Initial Settings

    Operational Alternative Base-Operational

    Age Alternative Base-Age AlternativeConstituent Alternative Base-Constituent

    Trace Alternative Base-Trace Alternative

    Fire Flow Alternative Base-Fire Flow

    Calibration Summary

    Demand Roughness

    Geometric Summary

    From Node T-1 Diameter 2,100 mm

    To Node J-1 Material Ductile Iron

    Check Valve No Roughness 0.53e-3 m

    Length 5,000.00 m Minor Loss 0.00

    Initial Condition Summary

    Status Open

    Calculated Results Summary

    Time Status Constituent(mg/l)

    Flow(m/s)

    Velocity(m/s)

    FromGrade

    (m)

    ToGrade

    (m)

    FrictionLoss(m)

    MinorLoss(m)

    TotalHeadloss

    (m)

    HeadlossGradient(m/km)

    0.00 hr Open N/A 6.1942 1.79 2,624.00 2,618.30 5.70 0.00 5.70 1.14

    1.00 hr Open N/A 6.2190 1.80 2,624.27 2,618.53 5.75 0.00 5.75 1.15

    2.00 hr Open N/A 6.2429 1.80 2,624.54 2,618.75 5.79 0.00 5.79 1.16

    3.00 hr Open N/A 6.2660 1.81 2,624.80 2,618.97 5.83 0.00 5.83 1.17

    4.00 hr Open N/A 6.2884 1.82 2,625.05 2,619.18 5.88 0.00 5.88 1.18

    5.00 hr Open N/A 6.3100 1.82 2,625.30 2,619.39 5.92 0.00 5.92 1.18

    6.00 hr Open N/A 6.3257 1.83 2,625.55 2,619.60 5.95 0.00 5.95 1.19

    7.00 hr Open N/A 6.3349 1.83 2,625.79 2,619.82 5.96 0.00 5.96 1.19

    8.00 hr Open N/A 6.3443 1.83 2,626.02 2,620.04 5.98 0.00 5.98 1.20

    9.00 hr Open N/A 6.3526 1.83 2,626.26 2,620.26 6.00 0.00 6.00 1.20

    10.00 hr Open N/A 6.3623 1.84 2,626.49 2,620.47 6.01 0.00 6.01 1.20

    11.00 hr Open N/A 6.3708 1.84 2,626.71 2,620.68 6.03 0.00 6.03 1.21

    12.00 hr Open N/A 6.3760 1.84 2,626.94 2,620.90 6.04 0.00 6.04 1.21

    13.00 hr Open N/A 6.3846 1.84 2,627.16 2,621.10 6.06 0.00 6.06 1.21

    14.00 hr Open N/A 6.3942 1.85 2,627.38 2,621.30 6.07 0.00 6.07 1.21

    15.00 hr Open N/A 6.3995 1.85 2,627.59 2,621.51 6.08 0.00 6.08 1.22

    16.00 hr Open N/A 6.4100 1.85 2,627.81 2,621.70 6.10 0.00 6.10 1.22

    17.00 hr Open N/A 6.4170 1.85 2,628.01 2,621.90 6.12 0.00 6.12 1.22

    18.00 hr Open N/A 6.4240 1.85 2,628.22 2,622.09 6.13 0.00 6.13 1.23

    19.00 hr Open N/A 6.4326 1.86 2,628.43 2,622.28 6.15 0.00 6.15 1.23

    20.00 hr Open N/A 6.4119 1.85 2,627.88 2,621.78 6.11 0.00 6.11 1.22

    21.00 hr Open N/A 6.3644 1.84 2,626.61 2,620.59 6.02 0.00 6.02 1.20

    22.00 hr Open N/A 6.3182 1.82 2,625.34 2,619.41 5.93 0.00 5.93 1.19

    23.00 hr Open N/A 6.2726 1.81 2,624.08 2,618.23 5.85 0.00 5.85 1.17

    24.00 hr Temporarily Closed N/A 0.0000 0.00 2,623.50 2,540.00 0.00 0.00 0.00 0.00

    25.00 hr Open N/A 6.2626 1.81 2,623.83 2,618.00 5.83 0.00 5.83 1.17

    26.00 hr Open N/A 6.2719 1.81 2,624.09 2,618.25 5.85 0.00 5.85 1.17

    27.00 hr Open N/A 6.2803 1.81 2,624.35 2,618.49 5.86 0.00 5.86 1.17

    28.00 hr Open N/A 6.2923 1.82 2,624.60 2,618.72 5.88 0.00 5.88 1.1829.00 hr Open N/A 6.2994 1.82 2,624.86 2,618.96 5.90 0.00 5.90 1.18

    30.00 hr Open N/A 6.3090 1.82 2,625.10 2,619.19 5.91 0.00 5.91 1.18

    31.00 hr Open N/A 6.3187 1.82 2,625.35 2,619.42 5.93 0.00 5.93 1.19

    32.00 hr Open N/A 6.3284 1.83 2,625.59 2,619.64 5.95 0.00 5.95 1.19

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    22/50

    Detailed Report for Pipe: P-3

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:57

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 22

    Calculated Results Summary

    Time Status Constituent(mg/l)

    Flow(m/s)

    Velocity(m/s)

    FromGrade

    (m)

    ToGrade

    (m)

    FrictionLoss(m)

    MinorLoss(m)

    TotalHeadloss

    (m)

    HeadlossGradient(m/km)

    33.00 hr Open N/A 6.3365 1.83 2,625.83 2,619.86 5.97 0.00 5.97 1.19

    34.00 hr Open N/A 6.3451 1.83 2,626.07 2,620.09 5.98 0.00 5.98 1.20

    35.00 hr Open N/A 6.3541 1.83 2,626.30 2,620.30 6.00 0.00 6.00 1.2036.00 hr Open N/A 6.3635 1.84 2,626.53 2,620.51 6.02 0.00 6.02 1.20

    37.00 hr Open N/A 6.3703 1.84 2,626.76 2,620.73 6.03 0.00 6.03 1.21

    38.00 hr Open N/A 6.3799 1.84 2,626.98 2,620.93 6.05 0.00 6.05 1.21

    39.00 hr Open N/A 6.3888 1.84 2,627.20 2,621.13 6.06 0.00 6.06 1.21

    40.00 hr Open N/A 6.3952 1.85 2,627.41 2,621.34 6.08 0.00 6.08 1.22

    41.00 hr Open N/A 6.4040 1.85 2,627.63 2,621.54 6.09 0.00 6.09 1.22

    42.00 hr Open N/A 6.4109 1.85 2,627.84 2,621.73 6.11 0.00 6.11 1.22

    43.00 hr Open N/A 6.4178 1.85 2,628.05 2,621.93 6.12 0.00 6.12 1.22

    44.00 hr Open N/A 6.3984 1.85 2,627.51 2,621.43 6.08 0.00 6.08 1.22

    45.00 hr Open N/A 6.3514 1.83 2,626.23 2,620.24 5.99 0.00 5.99 1.20

    46.00 hr Open N/A 6.3059 1.82 2,624.96 2,619.06 5.91 0.00 5.91 1.18

    47.00 hr Open N/A 6.2574 1.81 2,623.71 2,617.89 5.82 0.00 5.82 1.16

    48.00 hr Temporarily Closed N/A 0.0000 0.00 2,623.50 2,540.00 0.00 0.00 0.00 0.00

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    23/50

    Detailed Report for Pipe: P-6

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:57

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 23

    Scenario Summary

    Label Base

    Demand Alternative Base-Average Daily

    Physical Alternative Base-Physical

    Initial Settings Alternative Base-Initial Settings

    Operational Alternative Base-Operational

    Age Alternative Base-Age AlternativeConstituent Alternative Base-Constituent

    Trace Alternative Base-Trace Alternative

    Fire Flow Alternative Base-Fire Flow

    Calibration Summary

    Demand Roughness

    Geometric Summary

    From Node T-3 Diameter 1,800 mm

    To Node J-4 Material Ductile Iron

    Check Valve No Roughness 0.53e-3 m

    Length 4,000.00 m Minor Loss 0.00

    Initial Condition Summary

    Status Open

    Calculated Results Summary

    Time Status Constituent(mg/l)

    Flow(m/s)

    Velocity(m/s)

    FromGrade

    (m)

    ToGrade

    (m)

    FrictionLoss(m)

    MinorLoss(m)

    TotalHeadloss

    (m)

    HeadlossGradient(m/km)

    0.00 hr Open N/A 7.1607 2.81 2,542.00 2,528.48 13.52 0.00 13.52 3.38

    1.00 hr Open N/A 7.1510 2.81 2,541.62 2,528.13 13.49 0.00 13.49 3.37

    2.00 hr Open N/A 7.1417 2.81 2,541.25 2,527.80 13.45 0.00 13.45 3.36

    3.00 hr Open N/A 7.1327 2.80 2,540.90 2,527.48 13.42 0.00 13.42 3.35

    4.00 hr Open N/A 7.1240 2.80 2,540.56 2,527.17 13.38 0.00 13.38 3.35

    5.00 hr Open N/A 7.1156 2.80 2,540.23 2,526.88 13.35 0.00 13.35 3.34

    6.00 hr Open N/A 7.1111 2.79 2,540.05 2,526.72 13.34 0.00 13.34 3.33

    7.00 hr Open N/A 7.1109 2.79 2,540.05 2,526.71 13.34 0.00 13.34 3.33

    8.00 hr Open N/A 7.1105 2.79 2,540.03 2,526.70 13.33 0.00 13.33 3.33

    9.00 hr Open N/A 7.1107 2.79 2,540.04 2,526.70 13.34 0.00 13.34 3.33

    10.00 hr Open N/A 7.1099 2.79 2,540.01 2,526.68 13.33 0.00 13.33 3.33

    11.00 hr Open N/A 7.1098 2.79 2,540.00 2,526.67 13.33 0.00 13.33 3.33

    12.00 hr Open N/A 7.1120 2.79 2,540.09 2,526.75 13.34 0.00 13.34 3.33

    13.00 hr Open N/A 7.1117 2.79 2,540.08 2,526.74 13.34 0.00 13.34 3.33

    14.00 hr Open N/A 7.1106 2.79 2,540.03 2,526.70 13.33 0.00 13.33 3.33

    15.00 hr Open N/A 7.1124 2.80 2,540.11 2,526.76 13.34 0.00 13.34 3.34

    16.00 hr Open N/A 7.1106 2.79 2,540.04 2,526.70 13.34 0.00 13.34 3.33

    17.00 hr Open N/A 7.1111 2.79 2,540.05 2,526.72 13.34 0.00 13.34 3.33

    18.00 hr Open N/A 7.1115 2.79 2,540.07 2,526.73 13.34 0.00 13.34 3.33

    19.00 hr Open N/A 7.1108 2.79 2,540.04 2,526.71 13.34 0.00 13.34 3.33

    20.00 hr Open N/A 7.1113 2.79 2,540.06 2,526.72 13.34 0.00 13.34 3.33

    21.00 hr Open N/A 7.1116 2.79 2,540.07 2,526.73 13.34 0.00 13.34 3.33

    22.00 hr Open N/A 7.1109 2.79 2,540.05 2,526.71 13.34 0.00 13.34 3.33

    23.00 hr Open N/A 7.1098 2.79 2,540.00 2,526.67 13.33 0.00 13.33 3.33

    24.00 hr Temporarily Closed N/A 0.0000 0.00 2,540.00 2,400.00 0.00 0.00 0.00 0.00

    25.00 hr Open N/A 7.1102 2.79 2,540.02 2,526.69 13.33 0.00 13.33 3.33

    26.00 hr Open N/A 7.1106 2.79 2,540.04 2,526.70 13.34 0.00 13.34 3.33

    27.00 hr Open N/A 7.1115 2.79 2,540.07 2,526.73 13.34 0.00 13.34 3.33

    28.00 hr Open N/A 7.1098 2.79 2,540.00 2,526.67 13.33 0.00 13.33 3.3329.00 hr Open N/A 7.1114 2.79 2,540.07 2,526.73 13.34 0.00 13.34 3.33

    30.00 hr Open N/A 7.1112 2.79 2,540.06 2,526.72 13.34 0.00 13.34 3.33

    31.00 hr Open N/A 7.1108 2.79 2,540.04 2,526.71 13.34 0.00 13.34 3.33

    32.00 hr Open N/A 7.1104 2.79 2,540.02 2,526.69 13.33 0.00 13.33 3.33

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    24/50

    Detailed Report for Pipe: P-6

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:57

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 24

    Calculated Results Summary

    Time Status Constituent(mg/l)

    Flow(m/s)

    Velocity(m/s)

    FromGrade

    (m)

    ToGrade

    (m)

    FrictionLoss(m)

    MinorLoss(m)

    TotalHeadloss

    (m)

    HeadlossGradient(m/km)

    33.00 hr Open N/A 7.1109 2.79 2,540.05 2,526.71 13.34 0.00 13.34 3.33

    34.00 hr Open N/A 7.1111 2.79 2,540.05 2,526.72 13.34 0.00 13.34 3.33

    35.00 hr Open N/A 7.1108 2.79 2,540.04 2,526.71 13.34 0.00 13.34 3.3336.00 hr Open N/A 7.1102 2.79 2,540.02 2,526.69 13.33 0.00 13.33 3.33

    37.00 hr Open N/A 7.1112 2.79 2,540.06 2,526.72 13.34 0.00 13.34 3.33

    38.00 hr Open N/A 7.1103 2.79 2,540.02 2,526.69 13.33 0.00 13.33 3.33

    39.00 hr Open N/A 7.1098 2.79 2,540.00 2,526.67 13.33 0.00 13.33 3.33

    40.00 hr Open N/A 7.1108 2.79 2,540.04 2,526.71 13.34 0.00 13.34 3.33

    41.00 hr Open N/A 7.1102 2.79 2,540.02 2,526.69 13.33 0.00 13.33 3.33

    42.00 hr Open N/A 7.1108 2.79 2,540.04 2,526.71 13.34 0.00 13.34 3.33

    43.00 hr Open N/A 7.1113 2.79 2,540.06 2,526.73 13.34 0.00 13.34 3.33

    44.00 hr Open N/A 7.1111 2.79 2,540.05 2,526.72 13.34 0.00 13.34 3.33

    45.00 hr Open N/A 7.1109 2.79 2,540.05 2,526.71 13.34 0.00 13.34 3.33

    46.00 hr Open N/A 7.1098 2.79 2,540.00 2,526.67 13.33 0.00 13.33 3.33

    47.00 hr Open N/A 7.1106 2.79 2,540.04 2,526.70 13.34 0.00 13.34 3.33

    48.00 hr Temporarily Closed N/A 0.0000 0.00 2,540.00 2,400.00 0.00 0.00 0.00 0.00

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    25/50

    Detailed Report for Pipe: P-7

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:57

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 25

    Scenario Summary

    Label Base

    Demand Alternative Base-Average Daily

    Physical Alternative Base-Physical

    Initial Settings Alternative Base-Initial Settings

    Operational Alternative Base-Operational

    Age Alternative Base-Age AlternativeConstituent Alternative Base-Constituent

    Trace Alternative Base-Trace Alternative

    Fire Flow Alternative Base-Fire Flow

    Calibration Summary

    Demand Roughness

    Geometric Summary

    From Node J-4 Diameter 1,800 mm

    To Node J-5 Material Ductile Iron

    Check Valve No Roughness 0.53e-3 m

    Length 6,000.00 m Minor Loss 0.00

    Initial Condition Summary

    Status Open

    Calculated Results Summary

    Time Status Constituent(mg/l)

    Flow(m/s)

    Velocity(m/s)

    FromGrade

    (m)

    ToGrade

    (m)

    FrictionLoss(m)

    MinorLoss(m)

    TotalHeadloss

    (m)

    HeadlossGradient(m/km)

    0.00 hr Open N/A 7.1607 2.81 2,528.48 2,508.20 20.28 0.00 20.28 3.38

    1.00 hr Open N/A 7.1510 2.81 2,528.13 2,507.91 20.23 0.00 20.23 3.37

    2.00 hr Open N/A 7.1417 2.81 2,527.80 2,507.63 20.18 0.00 20.18 3.36

    3.00 hr Open N/A 7.1327 2.80 2,527.48 2,507.36 20.13 0.00 20.13 3.35

    4.00 hr Open N/A 7.1240 2.80 2,527.17 2,507.10 20.08 0.00 20.08 3.35

    5.00 hr Open N/A 7.1156 2.80 2,526.88 2,506.85 20.03 0.00 20.03 3.34

    6.00 hr Open N/A 7.1111 2.79 2,526.72 2,506.71 20.00 0.00 20.00 3.33

    7.00 hr Open N/A 7.1109 2.79 2,526.71 2,506.71 20.00 0.00 20.00 3.33

    8.00 hr Open N/A 7.1105 2.79 2,526.70 2,506.69 20.00 0.00 20.00 3.33

    9.00 hr Open N/A 7.1107 2.79 2,526.70 2,506.70 20.00 0.00 20.00 3.33

    10.00 hr Open N/A 7.1099 2.79 2,526.68 2,506.68 20.00 0.00 20.00 3.33

    11.00 hr Open N/A 7.1098 2.79 2,526.67 2,506.67 20.00 0.00 20.00 3.33

    12.00 hr Open N/A 7.1120 2.79 2,526.75 2,506.74 20.01 0.00 20.01 3.34

    13.00 hr Open N/A 7.1117 2.79 2,526.74 2,506.73 20.01 0.00 20.01 3.33

    14.00 hr Open N/A 7.1106 2.79 2,526.70 2,506.70 20.00 0.00 20.00 3.33

    15.00 hr Open N/A 7.1124 2.80 2,526.76 2,506.75 20.01 0.00 20.01 3.34

    16.00 hr Open N/A 7.1106 2.79 2,526.70 2,506.70 20.00 0.00 20.00 3.33

    17.00 hr Open N/A 7.1111 2.79 2,526.72 2,506.71 20.00 0.00 20.00 3.33

    18.00 hr Open N/A 7.1115 2.79 2,526.73 2,506.72 20.01 0.00 20.01 3.33

    19.00 hr Open N/A 7.1108 2.79 2,526.71 2,506.70 20.00 0.00 20.00 3.33

    20.00 hr Open N/A 7.1113 2.79 2,526.72 2,506.72 20.01 0.00 20.01 3.33

    21.00 hr Open N/A 7.1116 2.79 2,526.73 2,506.73 20.01 0.00 20.01 3.33

    22.00 hr Open N/A 7.1109 2.79 2,526.71 2,506.71 20.00 0.00 20.00 3.33

    23.00 hr Open N/A 7.1098 2.79 2,526.67 2,506.67 20.00 0.00 20.00 3.33

    24.00 hr Open N/A 0.126e-6 0.5e-7 2,400.00 2,400.00 0.00 0.00 0.00 0.00

    25.00 hr Open N/A 7.1102 2.79 2,526.69 2,506.69 20.00 0.00 20.00 3.33

    26.00 hr Open N/A 7.1106 2.79 2,526.70 2,506.70 20.00 0.00 20.00 3.33

    27.00 hr Open N/A 7.1115 2.79 2,526.73 2,506.72 20.01 0.00 20.01 3.33

    28.00 hr Open N/A 7.1098 2.79 2,526.67 2,506.67 20.00 0.00 20.00 3.3329.00 hr Open N/A 7.1114 2.79 2,526.73 2,506.72 20.01 0.00 20.01 3.33

    30.00 hr Open N/A 7.1112 2.79 2,526.72 2,506.72 20.01 0.00 20.01 3.33

    31.00 hr Open N/A 7.1108 2.79 2,526.71 2,506.70 20.00 0.00 20.00 3.33

    32.00 hr Open N/A 7.1104 2.79 2,526.69 2,506.69 20.00 0.00 20.00 3.33

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    26/50

    Detailed Report for Pipe: P-7

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:57

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 26

    Calculated Results Summary

    Time Status Constituent(mg/l)

    Flow(m/s)

    Velocity(m/s)

    FromGrade

    (m)

    ToGrade

    (m)

    FrictionLoss(m)

    MinorLoss(m)

    TotalHeadloss

    (m)

    HeadlossGradient(m/km)

    33.00 hr Open N/A 7.1109 2.79 2,526.71 2,506.71 20.00 0.00 20.00 3.33

    34.00 hr Open N/A 7.1111 2.79 2,526.72 2,506.71 20.00 0.00 20.00 3.33

    35.00 hr Open N/A 7.1108 2.79 2,526.71 2,506.70 20.00 0.00 20.00 3.3336.00 hr Open N/A 7.1102 2.79 2,526.69 2,506.69 20.00 0.00 20.00 3.33

    37.00 hr Open N/A 7.1112 2.79 2,526.72 2,506.72 20.01 0.00 20.01 3.33

    38.00 hr Open N/A 7.1103 2.79 2,526.69 2,506.69 20.00 0.00 20.00 3.33

    39.00 hr Open N/A 7.1098 2.79 2,526.67 2,506.67 20.00 0.00 20.00 3.33

    40.00 hr Open N/A 7.1108 2.79 2,526.71 2,506.70 20.00 0.00 20.00 3.33

    41.00 hr Open N/A 7.1102 2.79 2,526.69 2,506.69 20.00 0.00 20.00 3.33

    42.00 hr Open N/A 7.1108 2.79 2,526.71 2,506.70 20.00 0.00 20.00 3.33

    43.00 hr Open N/A 7.1113 2.79 2,526.73 2,506.72 20.01 0.00 20.01 3.33

    44.00 hr Open N/A 7.1111 2.79 2,526.72 2,506.71 20.00 0.00 20.00 3.33

    45.00 hr Open N/A 7.1109 2.79 2,526.71 2,506.71 20.00 0.00 20.00 3.33

    46.00 hr Open N/A 7.1098 2.79 2,526.67 2,506.67 20.00 0.00 20.00 3.33

    47.00 hr Open N/A 7.1106 2.79 2,526.70 2,506.70 20.00 0.00 20.00 3.33

    48.00 hr Open N/A 0.126e-6 0.5e-7 2,400.00 2,400.00 0.00 0.00 0.00 0.00

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    27/50

    Detailed Report for Pipe: P-8

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:57

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 27

    Scenario Summary

    Label Base

    Demand Alternative Base-Average Daily

    Physical Alternative Base-Physical

    Initial Settings Alternative Base-Initial Settings

    Operational Alternative Base-Operational

    Age Alternative Base-Age AlternativeConstituent Alternative Base-Constituent

    Trace Alternative Base-Trace Alternative

    Fire Flow Alternative Base-Fire Flow

    Calibration Summary

    Demand Roughness

    Geometric Summary

    From Node J-5 Diameter 1,800 mm

    To Node J-6 Material Ductile Iron

    Check Valve No Roughness 0.53e-3 m

    Length 29,000.00 m Minor Loss 0.00

    Initial Condition Summary

    Status Open

    Calculated Results Summary

    Time Status Constituent(mg/l)

    Flow(m/s)

    Velocity(m/s)

    FromGrade

    (m)

    ToGrade

    (m)

    FrictionLoss(m)

    MinorLoss(m)

    TotalHeadloss

    (m)

    HeadlossGradient(m/km)

    0.00 hr Open N/A 7.1607 2.81 2,508.20 2,410.16 98.03 0.00 98.03 3.38

    1.00 hr Open N/A 7.1510 2.81 2,507.91 2,410.13 97.77 0.00 97.77 3.37

    2.00 hr Open N/A 7.1417 2.81 2,507.63 2,410.11 97.52 0.00 97.52 3.36

    3.00 hr Open N/A 7.1327 2.80 2,507.36 2,410.08 97.27 0.00 97.27 3.35

    4.00 hr Open N/A 7.1240 2.80 2,507.10 2,410.06 97.04 0.00 97.04 3.35

    5.00 hr Open N/A 7.1156 2.80 2,506.85 2,410.03 96.81 0.00 96.81 3.34

    6.00 hr Open N/A 7.1111 2.79 2,506.71 2,410.02 96.69 0.00 96.69 3.33

    7.00 hr Open N/A 7.1109 2.79 2,506.71 2,410.02 96.68 0.00 96.68 3.33

    8.00 hr Open N/A 7.1105 2.79 2,506.69 2,410.02 96.67 0.00 96.67 3.33

    9.00 hr Open N/A 7.1107 2.79 2,506.70 2,410.02 96.68 0.00 96.68 3.33

    10.00 hr Open N/A 7.1099 2.79 2,506.68 2,410.02 96.66 0.00 96.66 3.33

    11.00 hr Open N/A 7.1098 2.79 2,506.67 2,410.02 96.66 0.00 96.66 3.33

    12.00 hr Open N/A 7.1120 2.79 2,506.74 2,410.02 96.72 0.00 96.72 3.34

    13.00 hr Open N/A 7.1117 2.79 2,506.73 2,410.02 96.71 0.00 96.71 3.33

    14.00 hr Open N/A 7.1106 2.79 2,506.70 2,410.02 96.68 0.00 96.68 3.33

    15.00 hr Open N/A 7.1124 2.80 2,506.75 2,410.03 96.73 0.00 96.73 3.34

    16.00 hr Open N/A 7.1106 2.79 2,506.70 2,410.02 96.68 0.00 96.68 3.33

    17.00 hr Open N/A 7.1111 2.79 2,506.71 2,410.02 96.69 0.00 96.69 3.33

    18.00 hr Open N/A 7.1115 2.79 2,506.72 2,410.02 96.70 0.00 96.70 3.33

    19.00 hr Open N/A 7.1108 2.79 2,506.70 2,410.02 96.68 0.00 96.68 3.33

    20.00 hr Open N/A 7.1113 2.79 2,506.72 2,410.02 96.70 0.00 96.70 3.33

    21.00 hr Open N/A 7.1116 2.79 2,506.73 2,410.02 96.70 0.00 96.70 3.33

    22.00 hr Open N/A 7.1109 2.79 2,506.71 2,410.02 96.68 0.00 96.68 3.33

    23.00 hr Open N/A 7.1098 2.79 2,506.67 2,410.02 96.66 0.00 96.66 3.33

    24.00 hr Open N/A 0.1302e-6 0.51e-7 2,400.00 2,400.00 0.00 0.00 0.00 0.00

    25.00 hr Open N/A 7.1102 2.79 2,506.69 2,410.02 96.67 0.00 96.67 3.33

    26.00 hr Open N/A 7.1106 2.79 2,506.70 2,410.02 96.68 0.00 96.68 3.33

    27.00 hr Open N/A 7.1115 2.79 2,506.72 2,410.02 96.70 0.00 96.70 3.33

    28.00 hr Open N/A 7.1098 2.79 2,506.67 2,410.02 96.66 0.00 96.66 3.3329.00 hr Open N/A 7.1114 2.79 2,506.72 2,410.02 96.70 0.00 96.70 3.33

    30.00 hr Open N/A 7.1112 2.79 2,506.72 2,410.02 96.69 0.00 96.69 3.33

    31.00 hr Open N/A 7.1108 2.79 2,506.70 2,410.02 96.68 0.00 96.68 3.33

    32.00 hr Open N/A 7.1104 2.79 2,506.69 2,410.02 96.67 0.00 96.67 3.33

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    28/50

    Detailed Report for Pipe: P-8

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:57

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 28

    Calculated Results Summary

    Time Status Constituent(mg/l)

    Flow(m/s)

    Velocity(m/s)

    FromGrade

    (m)

    ToGrade

    (m)

    FrictionLoss(m)

    MinorLoss(m)

    TotalHeadloss

    (m)

    HeadlossGradient(m/km)

    33.00 hr Open N/A 7.1109 2.79 2,506.71 2,410.02 96.68 0.00 96.68 3.33

    34.00 hr Open N/A 7.1111 2.79 2,506.71 2,410.02 96.69 0.00 96.69 3.33

    35.00 hr Open N/A 7.1108 2.79 2,506.70 2,410.02 96.68 0.00 96.68 3.3336.00 hr Open N/A 7.1102 2.79 2,506.69 2,410.02 96.67 0.00 96.67 3.33

    37.00 hr Open N/A 7.1112 2.79 2,506.72 2,410.02 96.69 0.00 96.69 3.33

    38.00 hr Open N/A 7.1103 2.79 2,506.69 2,410.02 96.67 0.00 96.67 3.33

    39.00 hr Open N/A 7.1098 2.79 2,506.67 2,410.02 96.66 0.00 96.66 3.33

    40.00 hr Open N/A 7.1108 2.79 2,506.70 2,410.02 96.68 0.00 96.68 3.33

    41.00 hr Open N/A 7.1102 2.79 2,506.69 2,410.02 96.67 0.00 96.67 3.33

    42.00 hr Open N/A 7.1108 2.79 2,506.70 2,410.02 96.68 0.00 96.68 3.33

    43.00 hr Open N/A 7.1113 2.79 2,506.72 2,410.02 96.70 0.00 96.70 3.33

    44.00 hr Open N/A 7.1111 2.79 2,506.71 2,410.02 96.69 0.00 96.69 3.33

    45.00 hr Open N/A 7.1109 2.79 2,506.71 2,410.02 96.69 0.00 96.69 3.33

    46.00 hr Open N/A 7.1098 2.79 2,506.67 2,410.02 96.66 0.00 96.66 3.33

    47.00 hr Open N/A 7.1106 2.79 2,506.70 2,410.02 96.68 0.00 96.68 3.33

    48.00 hr Open N/A 0.126e-6 0.5e-7 2,400.00 2,400.00 0.00 0.00 0.00 0.00

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    29/50

    Detailed Report for Pipe: P-10

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:57

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 29

    Scenario Summary

    Label Base

    Demand Alternative Base-Average Daily

    Physical Alternative Base-Physical

    Initial Settings Alternative Base-Initial Settings

    Operational Alternative Base-Operational

    Age Alternative Base-Age AlternativeConstituent Alternative Base-Constituent

    Trace Alternative Base-Trace Alternative

    Fire Flow Alternative Base-Fire Flow

    Calibration Summary

    Demand Roughness

    Geometric Summary

    From Node J-6 Diameter 1,800 mm

    To Node FCV-1-In Material Ductile Iron

    Check Valve No Roughness 0.53e-3 m

    Length 2,182.00 m Minor Loss 0.00

    Initial Condition Summary

    Status Open

    Calculated Results Summary

    Time Status Constituent(mg/l)

    Flow(m/s)

    Velocity(m/s)

    FromGrade

    (m)

    ToGrade

    (m)

    FrictionLoss(m)

    MinorLoss(m)

    TotalHeadloss

    (m)

    HeadlossGradient(m/km)

    0.00 hr Open N/A 7.1607 2.81 2,410.16 2,402.78 7.38 0.00 7.38 3.38

    1.00 hr Open N/A 7.1510 2.81 2,410.13 2,402.78 7.36 0.00 7.36 3.37

    2.00 hr Open N/A 7.1417 2.81 2,410.11 2,402.77 7.34 0.00 7.34 3.36

    3.00 hr Open N/A 7.1327 2.80 2,410.08 2,402.76 7.32 0.00 7.32 3.35

    4.00 hr Open N/A 7.1240 2.80 2,410.06 2,402.76 7.30 0.00 7.30 3.35

    5.00 hr Open N/A 7.1156 2.80 2,410.03 2,402.75 7.28 0.00 7.28 3.34

    6.00 hr Open N/A 7.1111 2.79 2,410.02 2,402.75 7.28 0.00 7.28 3.33

    7.00 hr Open N/A 7.1109 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    8.00 hr Open N/A 7.1105 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    9.00 hr Open N/A 7.1107 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    10.00 hr Open N/A 7.1099 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    11.00 hr Open N/A 7.1098 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    12.00 hr Open N/A 7.1120 2.79 2,410.02 2,402.75 7.28 0.00 7.28 3.33

    13.00 hr Open N/A 7.1117 2.79 2,410.02 2,402.75 7.28 0.00 7.28 3.33

    14.00 hr Open N/A 7.1106 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    15.00 hr Open N/A 7.1124 2.80 2,410.03 2,402.75 7.28 0.00 7.28 3.34

    16.00 hr Open N/A 7.1106 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    17.00 hr Open N/A 7.1111 2.79 2,410.02 2,402.75 7.28 0.00 7.28 3.33

    18.00 hr Open N/A 7.1115 2.79 2,410.02 2,402.75 7.28 0.00 7.28 3.33

    19.00 hr Open N/A 7.1108 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    20.00 hr Open N/A 7.1113 2.79 2,410.02 2,402.75 7.28 0.00 7.28 3.33

    21.00 hr Open N/A 7.1116 2.79 2,410.02 2,402.75 7.28 0.00 7.28 3.33

    22.00 hr Open N/A 7.1109 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    23.00 hr Open N/A 7.1098 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    24.00 hr Open N/A 0.7001e-7 0.28e-7 2,400.00 2,400.00 0.00 0.00 0.00 0.00

    25.00 hr Open N/A 7.1102 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    26.00 hr Open N/A 7.1106 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    27.00 hr Open N/A 7.1115 2.79 2,410.02 2,402.75 7.28 0.00 7.28 3.33

    28.00 hr Open N/A 7.1098 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.3329.00 hr Open N/A 7.1114 2.79 2,410.02 2,402.75 7.28 0.00 7.28 3.33

    30.00 hr Open N/A 7.1112 2.79 2,410.02 2,402.75 7.28 0.00 7.28 3.33

    31.00 hr Open N/A 7.1108 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    32.00 hr Open N/A 7.1104 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    30/50

    Detailed Report for Pipe: P-10

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:57

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 30

    Calculated Results Summary

    Time Status Constituent(mg/l)

    Flow(m/s)

    Velocity(m/s)

    FromGrade

    (m)

    ToGrade

    (m)

    FrictionLoss(m)

    MinorLoss(m)

    TotalHeadloss

    (m)

    HeadlossGradient(m/km)

    33.00 hr Open N/A 7.1109 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    34.00 hr Open N/A 7.1111 2.79 2,410.02 2,402.75 7.28 0.00 7.28 3.33

    35.00 hr Open N/A 7.1108 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.3336.00 hr Open N/A 7.1102 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    37.00 hr Open N/A 7.1112 2.79 2,410.02 2,402.75 7.28 0.00 7.28 3.33

    38.00 hr Open N/A 7.1103 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    39.00 hr Open N/A 7.1098 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    40.00 hr Open N/A 7.1108 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    41.00 hr Open N/A 7.1102 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    42.00 hr Open N/A 7.1108 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    43.00 hr Open N/A 7.1113 2.79 2,410.02 2,402.75 7.28 0.00 7.28 3.33

    44.00 hr Open N/A 7.1111 2.79 2,410.02 2,402.75 7.28 0.00 7.28 3.33

    45.00 hr Open N/A 7.1109 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    46.00 hr Open N/A 7.1098 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    47.00 hr Open N/A 7.1106 2.79 2,410.02 2,402.75 7.27 0.00 7.27 3.33

    48.00 hr Open N/A 0.1227e-6 0.48e-7 2,400.00 2,400.00 0.00 0.00 0.00 0.00

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    31/50

    Detailed Report for Pipe: P-11

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:57

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 31

    Scenario Summary

    Label Base

    Demand Alternative Base-Average Daily

    Physical Alternative Base-Physical

    Initial Settings Alternative Base-Initial Settings

    Operational Alternative Base-Operational

    Age Alternative Base-Age AlternativeConstituent Alternative Base-Constituent

    Trace Alternative Base-Trace Alternative

    Fire Flow Alternative Base-Fire Flow

    Calibration Summary

    Demand Roughness

    Geometric Summary

    From Node FCV-1-Out Diameter 1,800 mm

    To Node R-2 Material Ductile Iron

    Check Valve No Roughness 0.53e-3 m

    Length 818.00 m Minor Loss 0.00

    Initial Condition Summary

    Status Open

    Calculated Results Summary

    Time Status Constituent(mg/l)

    Flow(m/s)

    Velocity(m/s)

    FromGrade

    (m)

    ToGrade

    (m)

    FrictionLoss(m)

    MinorLoss(m)

    TotalHeadloss

    (m)

    HeadlossGradient(m/km)

    0.00 hr Open N/A 7.1607 2.81 2,402.77 2,400.00 2.77 0.00 2.77 3.38

    1.00 hr Open N/A 7.1510 2.81 2,402.76 2,400.00 2.76 0.00 2.76 3.37

    2.00 hr Open N/A 7.1417 2.81 2,402.75 2,400.00 2.75 0.00 2.75 3.36

    3.00 hr Open N/A 7.1327 2.80 2,402.74 2,400.00 2.74 0.00 2.74 3.35

    4.00 hr Open N/A 7.1240 2.80 2,402.74 2,400.00 2.74 0.00 2.74 3.35

    5.00 hr Open N/A 7.1156 2.80 2,402.73 2,400.00 2.73 0.00 2.73 3.34

    6.00 hr Open N/A 7.1111 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    7.00 hr Open N/A 7.1109 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    8.00 hr Open N/A 7.1105 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    9.00 hr Open N/A 7.1107 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    10.00 hr Open N/A 7.1099 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    11.00 hr Open N/A 7.1098 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    12.00 hr Open N/A 7.1120 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    13.00 hr Open N/A 7.1117 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    14.00 hr Open N/A 7.1106 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    15.00 hr Open N/A 7.1124 2.80 2,402.73 2,400.00 2.73 0.00 2.73 3.34

    16.00 hr Open N/A 7.1106 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    17.00 hr Open N/A 7.1111 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    18.00 hr Open N/A 7.1115 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    19.00 hr Open N/A 7.1108 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    20.00 hr Open N/A 7.1113 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    21.00 hr Open N/A 7.1116 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    22.00 hr Open N/A 7.1109 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    23.00 hr Open N/A 7.1098 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    24.00 hr Open N/A -0.5022e-6 0.2e-6 2,400.00 2,400.00 0.00 0.00 0.00 0.00

    25.00 hr Open N/A 7.1102 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    26.00 hr Open N/A 7.1106 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    27.00 hr Open N/A 7.1115 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    28.00 hr Open N/A 7.1098 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.3329.00 hr Open N/A 7.1114 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    30.00 hr Open N/A 7.1112 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    31.00 hr Open N/A 7.1108 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    32.00 hr Open N/A 7.1104 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    32/50

    Detailed Report for Pipe: P-11

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:57

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 32

    Calculated Results Summary

    Time Status Constituent(mg/l)

    Flow(m/s)

    Velocity(m/s)

    FromGrade

    (m)

    ToGrade

    (m)

    FrictionLoss(m)

    MinorLoss(m)

    TotalHeadloss

    (m)

    HeadlossGradient(m/km)

    33.00 hr Open N/A 7.1109 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    34.00 hr Open N/A 7.1111 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    35.00 hr Open N/A 7.1108 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.3336.00 hr Open N/A 7.1102 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    37.00 hr Open N/A 7.1112 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    38.00 hr Open N/A 7.1103 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    39.00 hr Open N/A 7.1098 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    40.00 hr Open N/A 7.1108 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    41.00 hr Open N/A 7.1102 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    42.00 hr Open N/A 7.1108 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    43.00 hr Open N/A 7.1113 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    44.00 hr Open N/A 7.1111 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    45.00 hr Open N/A 7.1109 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    46.00 hr Open N/A 7.1098 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    47.00 hr Open N/A 7.1106 2.79 2,402.73 2,400.00 2.73 0.00 2.73 3.33

    48.00 hr Open N/A -0.6975e-6 0.27e-6 2,400.00 2,400.00 0.00 0.00 0.00 0.00

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    33/50

    Detailed Report for Pipe: P-12

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:57

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 33

    Scenario Summary

    Label Base

    Demand Alternative Base-Average Daily

    Physical Alternative Base-Physical

    Initial Settings Alternative Base-Initial Settings

    Operational Alternative Base-Operational

    Age Alternative Base-Age AlternativeConstituent Alternative Base-Constituent

    Trace Alternative Base-Trace Alternative

    Fire Flow Alternative Base-Fire Flow

    Calibration Summary

    Demand Roughness

    Geometric Summary

    From Node J-2 Diameter 1,800 mm

    To Node FCV-2-In Material Ductile Iron

    Check Valve No Roughness 0.53e-3 m

    Length 5,971.50 m Minor Loss 0.00

    Initial Condition Summary

    Status Open

    Calculated Results Summary

    Time Status Constituent(mg/l)

    Flow(m/s)

    Velocity(m/s)

    FromGrade

    (m)

    ToGrade

    (m)

    FrictionLoss(m)

    MinorLoss(m)

    TotalHeadloss

    (m)

    HeadlossGradient(m/km)

    0.00 hr Open N/A 6.1942 2.43 2,559.75 2,544.62 15.13 0.00 15.13 2.53

    1.00 hr Open N/A 6.2190 2.44 2,559.52 2,544.26 15.25 0.00 15.25 2.55

    2.00 hr Open N/A 6.2429 2.45 2,559.29 2,543.92 15.37 0.00 15.37 2.57

    3.00 hr Open N/A 6.2660 2.46 2,559.07 2,543.58 15.48 0.00 15.48 2.59

    4.00 hr Open N/A 6.2884 2.47 2,558.85 2,543.26 15.59 0.00 15.59 2.61

    5.00 hr Open N/A 6.3100 2.48 2,558.65 2,542.95 15.70 0.00 15.70 2.63

    6.00 hr Open N/A 6.3257 2.49 2,558.57 2,542.79 15.78 0.00 15.78 2.64

    7.00 hr Open N/A 6.3349 2.49 2,558.61 2,542.79 15.82 0.00 15.82 2.65

    8.00 hr Open N/A 6.3443 2.49 2,558.65 2,542.78 15.87 0.00 15.87 2.66

    9.00 hr Open N/A 6.3526 2.50 2,558.71 2,542.79 15.91 0.00 15.91 2.66

    10.00 hr Open N/A 6.3623 2.50 2,558.73 2,542.77 15.96 0.00 15.96 2.67

    11.00 hr Open N/A 6.3708 2.50 2,558.78 2,542.78 16.00 0.00 16.00 2.68

    12.00 hr Open N/A 6.3760 2.51 2,558.89 2,542.87 16.03 0.00 16.03 2.68

    13.00 hr Open N/A 6.3846 2.51 2,558.93 2,542.86 16.07 0.00 16.07 2.69

    14.00 hr Open N/A 6.3942 2.51 2,558.95 2,542.83 16.12 0.00 16.12 2.70

    15.00 hr Open N/A 6.3995 2.51 2,559.05 2,542.90 16.15 0.00 16.15 2.70

    16.00 hr Open N/A 6.4100 2.52 2,559.04 2,542.84 16.20 0.00 16.20 2.71

    17.00 hr Open N/A 6.4170 2.52 2,559.10 2,542.87 16.23 0.00 16.23 2.72

    18.00 hr Open N/A 6.4240 2.52 2,559.16 2,542.89 16.27 0.00 16.27 2.72

    19.00 hr Open N/A 6.4326 2.53 2,559.18 2,542.87 16.31 0.00 16.31 2.73

    20.00 hr Open N/A 6.4119 2.52 2,559.08 2,542.87 16.21 0.00 16.21 2.71

    21.00 hr Open N/A 6.3644 2.50 2,558.81 2,542.84 15.97 0.00 15.97 2.67

    22.00 hr Open N/A 6.3182 2.48 2,558.51 2,542.77 15.74 0.00 15.74 2.64

    23.00 hr Open N/A 6.2726 2.46 2,558.21 2,542.69 15.52 0.00 15.52 2.60

    24.00 hr Open N/A 0.1093e-6 0.43e-7 2,540.00 2,540.00 0.00 0.00 0.00 0.00

    25.00 hr Open N/A 6.2626 2.46 2,558.17 2,542.70 15.47 0.00 15.47 2.59

    26.00 hr Open N/A 6.2719 2.46 2,558.23 2,542.72 15.51 0.00 15.51 2.60

    27.00 hr Open N/A 6.2803 2.47 2,558.32 2,542.76 15.55 0.00 15.55 2.60

    28.00 hr Open N/A 6.2923 2.47 2,558.32 2,542.71 15.61 0.00 15.61 2.6129.00 hr Open N/A 6.2994 2.48 2,558.42 2,542.78 15.65 0.00 15.65 2.62

    30.00 hr Open N/A 6.3090 2.48 2,558.47 2,542.78 15.70 0.00 15.70 2.63

    31.00 hr Open N/A 6.3187 2.48 2,558.51 2,542.77 15.74 0.00 15.74 2.64

    32.00 hr Open N/A 6.3284 2.49 2,558.55 2,542.76 15.79 0.00 15.79 2.64

  • 7/28/2019 Solucion CON Torre de Control Piezometrico y Q=12

    34/50

    Detailed Report for Pipe: P-12

    c:\...\deposito intermedio.wcd

    29/05/13 18:48:57

    FERROVIAL S.A.

    Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666

    Project Engineer: INCISA

    WaterCAD v3.1 [071]

    Page 34

    Calculated Results Summary

    Time Status Constituent(mg/l)

    Flow(m/s)

    Velocity(m/s)

    FromGrade

    (m)

    ToGrade

    (m)

    FrictionLoss(m)

    MinorLoss(m)

    TotalHeadloss

    (m)

    HeadlossGradient(m/km)

    33.00 hr Open N/A 6.3365 2.49 2,558.62 2,542.79 15.83 0.00 15.83 2.65

    34.00 hr Open N/A 6.3451 2.49 2,558.68 2,542.80 15.87 0.00 15.87 2.66

    35.00 hr Open N/A 6.3541 2.50 2,558.72 2,542.80 15.92 0.00 15.92 2.6736.00 hr Open N/A 6.3635 2.50 2,558.75