Post on 03-Apr-2018
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