1
Watershed Model Schematic
1
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
2
6
7
4
11
12
9
16
17
14
20
21
18
25
26
23
30
31
28
35
Legend
Hyd. Origin
Description
1
2
4
6
7
9
11
12
14
16
17
18
20
21
23
25
26
28
30
31
33
35
36
38
40
41
43
44
46
47
Pre Basin 8
Post Basin 8
Post- BMP 8
Pre basin 5
Post basin 5
Post WP7
Pre Area 6
Post Area 6
Post WP#6
Pre Aree 4
Post area 4
Post WP 4
Pre 2
Post Area 2
Post WP2
Pre area 1
Post Area
44 1
Post -WP#1
Pre area 3
Post Area 3
Post WP3
Pre 5
Post 5
Post 5 BMP 5
Pre developement
Post Development
Pre 8 and 5
Post 8 and 5
Pre Total
Post Total
SCS Runoff
SCS Runoff
Reservoir
SCS Runoff
SCS Runoff
Reservoir
SCS Runoff
SCS Runoff
Reservoir
SCS Runoff
SCS Runoff
Reservoir
SCS Runoff
43
SCS Runoff
Reservoir
SCS Runoff
SCS Runoff
Reservoir
SCS Runoff
SCS Runoff
Reservoir
SCS Runoff
SCS Runoff
Reservoir
Combine
Combine
Combine
Combine
Combine
Combine
36
33
Project: Stillwater 11 20 2014.gpw
38
40
41
46
47
Sunday, 00 30, 2014
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
2
Hydrograph Return Period Recap
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Hyd. Hydrograph
No.
type
(origin)
Inflow
hyd(s)
Peak Outflow (cfs)
1-yr
2-yr
3-yr
5-yr
10-yr
Hydrograph
Description
25-yr
50-yr
100-yr
1
SCS Runoff
------
48.37
66.40
-------
100.09
124.17
158.58
185.47
212.06
Pre Basin 8
2
SCS Runoff
------
64.26
84.07
-------
119.26
143.83
178.47
205.29
231.68
Post Basin 8
4
Reservoir
2
31.35
57.36
-------
97.54
126.10
161.35
188.29
209.87
Post- BMP 8
6
SCS Runoff
------
44.78
61.03
-------
91.68
113.54
144.74
169.09
193.17
Pre basin 5
7
SCS Runoff
------
59.15
77.21
-------
109.25
131.61
163.10
187.46
211.44
Post basin 5
9
Reservoir
7
26.92
52.60
-------
93.53
116.69
145.01
164.21
183.95
Post WP7
11
SCS Runoff
------
10.80
14.72
-------
22.12
27.39
34.91
40.79
46.60
Pre Area 6
12
SCS Runoff
------
14.20
18.54
-------
26.23
31.60
39.16
45.01
50.77
Post Area 6
14
Reservoir
12
1.265
7.038
-------
21.69
28.08
36.08
41.87
46.14
Post WP#6
16
SCS Runoff
------
21.22
28.93
-------
43.45
53.81
68.60
80.14
91.55
Pre Aree 4
17
SCS Runoff
------
27.90
36.42
-------
51.54
62.08
76.93
88.43
99.74
Post area 4
18
Reservoir
17
17.68
29.47
-------
39.31
41.04
51.59
61.79
72.55
Post WP 4
20
SCS Runoff
------
20.38
27.77
-------
41.71
51.66
65.85
76.93
87.89
Pre 2
21
SCS Runoff
------
26.78
34.96
-------
49.47
59.60
73.85
84.89
95.75
Post Area 2
23
Reservoir
21
8.625
21.16
-------
41.68
52.15
65.74
73.11
80.76
Post WP2
25
SCS Runoff
------
20.38
27.77
-------
41.71
51.66
65.85
76.93
87.89
Pre area 1
26
SCS Runoff
------
26.78
34.96
-------
49.47
59.60
73.85
84.89
95.75
Post Area 1
28
Reservoir
26
9.841
22.52
-------
41.86
52.05
66.28
75.88
83.34
Post -WP#1
30
SCS Runoff
------
20.97
28.58
-------
42.93
53.16
67.77
79.18
90.45
Pre area 3
31
SCS Runoff
------
27.56
35.98
-------
50.92
61.33
76.01
87.37
98.54
Post Area 3
33
Reservoir
31
16.49
28.58
-------
44.48
52.79
64.15
73.27
82.83
Post WP3
35
SCS Runoff
------
15.03
20.48
-------
30.76
38.10
48.57
56.74
64.82
Pre 5
36
SCS Runoff
------
19.75
25.79
-------
36.49
43.95
54.47
62.61
70.61
Post 5
38
Reservoir
36
5.392
15.20
-------
30.38
38.96
49.74
56.46
63.27
Post 5 BMP 5
40
Combine
108.78
148.25
-------
222.67
275.77
351.55
410.71
469.20
Pre developement
41
Combine
11, 16, 20,
25, 30, 35,
14, 18, 23,
28, 33, 38,
56.23
119.87
-------
219.33
264.30
328.33
377.87
426.16
Post Development
Proj. file: Stillwater 11 20 2014.gpw
Sunday, 00 30, 2014
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
3
Hydrograph Return Period Recap
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Hyd. Hydrograph
No.
type
(origin)
Inflow
hyd(s)
Peak Outflow (cfs)
1-yr
2-yr
3-yr
5-yr
10-yr
Hydrograph
Description
25-yr
50-yr
100-yr
43
Combine
1, 6,
92.84
127.41
-------
190.64
235.69
299.93
350.06
399.61
Pre 8 and 5
44
Combine
4, 9,
55.62
106.01
-------
183.73
237.14
304.49
351.25
392.77
Post 8 and 5
46
Combine
40, 43,
201.62
275.60
-------
410.57
506.55
643.27
749.86
855.58
Pre Total
47
Combine
41, 44,
108.75
224.64
-------
403.06
500.88
632.70
729.12
818.93
Post Total
Proj. file: Stillwater 11 20 2014.gpw
Sunday, 00 30, 2014
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
4
Hydrograph Summary Report
Hyd. Hydrograph
No.
type
(origin)
Peak
flow
(cfs)
Time
Time to
interval Peak
(min)
(min)
Hyd.
volume
(cuft)
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
48.37
2
720
110,715
------
------
------
Pre Basin 8
2
SCS Runoff
64.26
2
718
147,249
------
------
------
Post Basin 8
4
Reservoir
31.35
2
726
144,675
2
6
SCS Runoff
44.78
2
718
89,757
------
------
------
Pre basin 5
7
SCS Runoff
59.15
2
716
119,942
------
------
------
Post basin 5
9
Reservoir
26.92
2
722
118,273
7
11
SCS Runoff
10.80
2
718
21,652
------
------
------
Pre Area 6
12
SCS Runoff
14.20
2
716
28,797
------
------
------
Post Area 6
14
Reservoir
1.265
2
746
27,525
12
268.49
28,290
Post WP#6
16
SCS Runoff
21.22
2
718
42,539
------
------
------
Pre Aree 4
17
SCS Runoff
27.90
2
716
56,576
------
------
------
Post area 4
18
Reservoir
17.68
2
722
56,194
17
276.60
45,388
Post WP 4
20
SCS Runoff
20.38
2
718
40,838
------
------
------
Pre 2
21
SCS Runoff
26.78
2
716
54,313
------
------
------
Post Area 2
23
Reservoir
8.625
2
724
53,183
21
282.36
54,842
Post WP2
25
SCS Runoff
20.38
2
718
40,838
------
------
------
Pre area 1
26
SCS Runoff
26.78
2
716
54,313
------
------
------
Post Area 1
28
Reservoir
9.841
2
724
53,070
26
286.20
51,825
Post -WP#1
30
SCS Runoff
20.97
2
718
42,029
------
------
------
Pre area 3
31
SCS Runoff
27.56
2
716
55,897
------
------
------
Post Area 3
33
Reservoir
16.49
2
722
55,589
31
276.26
34,699
35
SCS Runoff
15.03
2
718
30,118
------
------
------
Pre 5
36
SCS Runoff
19.75
2
716
40,056
------
------
------
Post 5
38
Reservoir
5.392
2
724
39,561
36
282.25
34,870
40
Combine
108.78
2
718
218,013
------
------
Pre developement
41
Combine
56.23
2
722
285,121
11, 16, 20,
25, 30, 35,
14, 18, 23,
28, 33, 38,
------
------
Post Development
Stillwater 11 20 2014.gpw
Return Period: 1 Year
278.70
268.63
112,319
121,915
Post- BMP 8
Post WP7
Post WP3
Post 5 BMP 5
Sunday, 00 30, 2014
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
5
Hydrograph Summary Report
Hyd. Hydrograph
No.
type
(origin)
Peak
flow
(cfs)
Time
Time to
interval Peak
(min)
(min)
Hyd.
volume
(cuft)
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
43
Combine
92.84
2
718
200,472
1, 6,
------
------
Pre 8 and 5
44
Combine
55.62
2
724
262,948
4, 9,
------
------
Post 8 and 5
46
Combine
201.62
2
718
418,485
40, 43,
------
------
Pre Total
47
Combine
108.75
2
724
548,069
41, 44,
------
------
Post Total
Stillwater 11 20 2014.gpw
Return Period: 1 Year
Sunday, 00 30, 2014
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
6
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 1
Pre Basin 8
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
1 yrs
2 min
24.400 ac
3.5 %
KIRPICH
3.00 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
48.37 cfs
720 min
110,715 cuft
80
1220 ft
6.75 min
Type II
484
Pre Basin 8
Q (cfs)
Q (cfs)
Hyd. No. 1 -- 1 Year
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
1440
Hyd No. 1
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
7
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 2
Post Basin 8
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
1 yrs
2 min
24.400 ac
3.4 %
KIRPICH
3.00 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
64.26 cfs
718 min
147,249 cuft
86
1220 ft
6.82 min
Type II
484
Post Basin 8
Q (cfs)
Q (cfs)
Hyd. No. 2 -- 1 Year
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
1440
Hyd No. 2
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
8
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 4
Post- BMP 8
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
1 yrs
2 min
2 - Post Basin 8
WP #8
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
31.35 cfs
726 min
144,675 cuft
278.70 ft
112,319 cuft
Storage Indication method used. Wet pond routing start elevation = 276.50 ft.
Post- BMP 8
Q (cfs)
Q (cfs)
Hyd. No. 4 -- 1 Year
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
Hyd No. 4
360
480
600
Hyd No. 2
720
840
960
1080
1200
1320
1440
Total storage used = 112,319 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
9
Pond Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Pond No. 1 - WP #8
Pond Data
Contours -User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 271.00 ft
Stage / Storage Table
Stage (ft)
Elevation (ft)
0.00
1.00
2.00
3.00
4.00
5.00
5.50
6.00
7.00
8.00
9.00
Contour area (sqft)
271.00
272.00
273.00
274.00
275.00
276.00
276.50
277.00
278.00
279.00
280.00
Incr. Storage (cuft)
4,000
5,600
7,200
9,000
10,900
16,000
21,000
25,300
29,400
32,500
35,500
0
4,777
6,383
8,082
9,934
13,367
9,221
11,557
27,322
30,934
33,986
Culvert / Orifice Structures
[A]
Rise (in)
Span (in)
No. Barrels
Invert El. (ft)
Length (ft)
Slope (%)
N-Value
Orifice Coeff.
Multi-Stage
=
=
=
=
=
=
=
=
=
48.00
48.00
1
270.25
50.00
1.00
.013
0.60
n/a
Total storage (cuft)
0
4,777
11,160
19,242
29,176
42,543
51,764
63,321
90,643
121,577
155,563
Weir Structures
[B]
[C]
3.00
3.00
1
276.50
0.00
0.00
.013
0.60
No
0.00
0.00
0
0.00
0.00
0.00
.013
0.60
No
[PrfRsr]
0.00
0.00
0
0.00
0.00
n/a
n/a
0.60
No
[A]
20.00
278.10
3.33
1
Yes
[B]
[C]
[D]
40.00
279.30
2.60
Broad
No
0.00
0.00
3.33
--No
0.00
0.00
3.33
--No
Crest Len (ft)
Crest El. (ft)
Weir Coeff.
Weir Type
Multi-Stage
=
=
=
=
=
Exfil.(in/hr)
TW Elev. (ft)
= 0.000 (by Contour)
= 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
Stage / Storage / Discharge Table
Stage
ft
Storage
cuft
Elevation
ft
0.00
1.00
2.00
3.00
4.00
5.00
5.50
6.00
7.00
8.00
9.00
0
4,777
11,160
19,242
29,176
42,543
51,764
63,321
90,643
121,577
155,563
271.00
272.00
273.00
274.00
275.00
276.00
276.50
277.00
278.00
279.00
280.00
Clv A
cfs
Clv B
cfs
Clv C
cfs
PrfRsr
cfs
Wr A
cfs
Wr B
cfs
Wr C
cfs
Wr D
cfs
Exfil
cfs
User
cfs
0.00
5.03 ic
5.03 ic
5.03 ic
5.03 ic
5.03 ic
5.03 ic
5.03 ic
5.03 ic
56.86 oc
155.62 ic
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.14 ic
0.28 ic
0.36 ic
0.43 ic
-----------------------
-----------------------
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.86
155.62 s
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
60.91
-----------------------
-----------------------
-----------------------
-----------------------
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
Total
cfs
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.145
0.277
57.23
216.97
10
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 6
Pre basin 5
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
1 yrs
2 min
21.100 ac
0.0 %
User
3.00 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
44.78 cfs
718 min
89,757 cuft
80
0 ft
5.00 min
Type II
484
Pre basin 5
Q (cfs)
Q (cfs)
Hyd. No. 6 -- 1 Year
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
1440
Hyd No. 6
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
11
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 7
Post basin 5
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
1 yrs
2 min
21.200 ac
0.0 %
User
3.00 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
59.15 cfs
716 min
119,942 cuft
86
0 ft
5.00 min
Type II
484
Post basin 5
Q (cfs)
Q (cfs)
Hyd. No. 7 -- 1 Year
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
Hyd No. 7
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
12
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 9
Post WP7
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
1 yrs
2 min
7 - Post basin 5
WP#7
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
26.92 cfs
722 min
118,273 cuft
268.63 ft
121,915 cuft
Storage Indication method used. Wet pond routing start elevation = 266.50 ft.
Post WP7
Q (cfs)
Q (cfs)
Hyd. No. 9 -- 1 Year
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
Hyd No. 9
360
480
600
Hyd No. 7
720
840
960
1080
1200
1320
1440
1560
Total storage used = 121,915 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1680
Time (min)
13
Pond Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Pond No. 2 - WP#7
Pond Data
Contours -User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 262.00 ft
Stage / Storage Table
Stage (ft)
Elevation (ft)
0.00
1.00
2.00
3.00
4.00
4.50
5.00
6.00
7.00
8.00
Contour area (sqft)
262.00
263.00
264.00
265.00
266.00
266.50
267.00
268.00
269.00
270.00
Incr. Storage (cuft)
12,500
14,000
15,500
17,000
18,700
19,800
22,700
24,500
26,500
28,500
0
13,242
14,742
16,243
17,841
9,623
10,616
23,592
25,491
27,491
Culvert / Orifice Structures
[A]
Rise (in)
Span (in)
No. Barrels
Invert El. (ft)
Length (ft)
Slope (%)
N-Value
Orifice Coeff.
Multi-Stage
=
=
=
=
=
=
=
=
=
42.00
42.00
1
262.00
65.00
1.00
.013
0.60
n/a
Total storage (cuft)
0
13,242
27,984
44,226
62,068
71,691
82,306
105,898
131,389
158,880
Weir Structures
[B]
[C]
3.00
3.00
1
266.50
0.00
0.00
.013
0.60
No
0.00
0.00
0
0.00
0.00
0.00
.013
0.60
No
[PrfRsr]
0.00
0.00
0
0.00
0.00
n/a
n/a
0.60
No
[A]
16.00
268.00
3.33
1
Yes
[B]
[C]
[D]
20.00
268.80
3.33
Rect
No
0.00
0.00
3.33
--No
0.00
0.00
3.33
--No
Crest Len (ft)
Crest El. (ft)
Weir Coeff.
Weir Type
Multi-Stage
=
=
=
=
=
Exfil.(in/hr)
TW Elev. (ft)
= 0.000 (by Contour)
= 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
Stage / Storage / Discharge Table
Stage
ft
Storage
cuft
Elevation
ft
0.00
1.00
2.00
3.00
4.00
4.50
5.00
6.00
7.00
8.00
0
13,242
27,984
44,226
62,068
71,691
82,306
105,898
131,389
158,880
262.00
263.00
264.00
265.00
266.00
266.50
267.00
268.00
269.00
270.00
Clv A
cfs
Clv B
cfs
Clv C
cfs
PrfRsr
cfs
Wr A
cfs
Wr B
cfs
Wr C
cfs
Wr D
cfs
Exfil
cfs
User
cfs
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
53.28 oc
109.72 ic
0.00
0.00
0.00
0.00
0.00
0.00
0.14 ic
0.28 ic
0.36 ic
0.43 ic
---------------------
---------------------
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
53.28
109.72 s
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.96
87.55
---------------------
---------------------
---------------------
---------------------
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
Total
cfs
0.000
0.000
0.000
0.000
0.000
0.000
0.145
0.277
59.60
197.70
14
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 11
Pre Area 6
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
1 yrs
2 min
5.090 ac
0.0 %
User
3.00 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
10.80 cfs
718 min
21,652 cuft
80
0 ft
5.00 min
Type II
484
Pre Area 6
Q (cfs)
Q (cfs)
Hyd. No. 11 -- 1 Year
12.00
12.00
10.00
10.00
8.00
8.00
6.00
6.00
4.00
4.00
2.00
2.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
1440
Hyd No. 11
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
15
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 12
Post Area 6
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
1 yrs
2 min
5.090 ac
0.0 %
User
3.00 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
14.20 cfs
716 min
28,797 cuft
86
0 ft
5.00 min
Type II
484
Post Area 6
Q (cfs)
Q (cfs)
Hyd. No. 12 -- 1 Year
15.00
15.00
12.00
12.00
9.00
9.00
6.00
6.00
3.00
3.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
Hyd No. 12
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
16
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 14
Post WP#6
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
1 yrs
2 min
12 - Post Area 6
WP#6
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
1.265 cfs
746 min
27,525 cuft
268.49 ft
28,290 cuft
Storage Indication method used. Wet pond routing start elevation = 266.50 ft.
Post WP#6
Q (cfs)
Q (cfs)
Hyd. No. 14 -- 1 Year
15.00
15.00
12.00
12.00
9.00
9.00
6.00
6.00
3.00
3.00
0.00
0.00
0
600
Hyd No. 14
1200
1800
2400
Hyd No. 12
3000
3600
4200
4800
5400
Total storage used = 28,290 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
6000
Time (min)
17
Pond Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Pond No. 3 - WP#6
Pond Data
Contours -User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 262.00 ft
Stage / Storage Table
Stage (ft)
Elevation (ft)
0.00
2.00
4.00
4.50
5.00
6.00
7.00
8.00
Contour area (sqft)
262.00
264.00
266.00
266.50
267.00
268.00
269.00
270.00
Incr. Storage (cuft)
Total storage (cuft)
0
3,621
6,534
2,439
3,265
7,943
9,092
10,342
0
3,621
10,155
12,594
15,859
23,802
32,894
43,236
1,200
2,500
4,100
5,700
7,400
8,500
9,700
11,000
Culvert / Orifice Structures
[A]
Rise (in)
Span (in)
No. Barrels
Invert El. (ft)
Length (ft)
Slope (%)
N-Value
Orifice Coeff.
Multi-Stage
=
=
=
=
=
=
=
=
=
24.00
24.00
1
262.00
80.00
0.70
.013
0.60
n/a
Weir Structures
[B]
[C]
1.50
1.50
1
266.50
0.00
0.00
.013
0.60
No
0.00
0.00
0
0.00
0.00
0.00
.013
0.60
No
[PrfRsr]
0.00
0.00
0
0.00
0.00
n/a
n/a
0.60
No
[A]
12.00
268.40
3.33
1
Yes
[B]
[C]
[D]
6.00
268.70
3.33
Rect
No
0.00
0.00
3.33
--No
0.00
0.00
3.33
--No
Crest Len (ft)
Crest El. (ft)
Weir Coeff.
Weir Type
Multi-Stage
=
=
=
=
=
Exfil.(in/hr)
TW Elev. (ft)
= 0.000 (by Wet area)
= 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
Stage / Storage / Discharge Table
Stage
ft
Storage
cuft
0.00
2.00
4.00
4.50
5.00
6.00
7.00
8.00
0
3,621
10,155
12,594
15,859
23,802
32,894
43,236
Elevation
ft
262.00
264.00
266.00
266.50
267.00
268.00
269.00
270.00
Clv A
cfs
Clv B
cfs
Clv C
cfs
PrfRsr
cfs
Wr A
cfs
Wr B
cfs
Wr C
cfs
Wr D
cfs
Exfil
cfs
User
cfs
Total
cfs
0.00
0.00
0.00
0.00
0.00
0.00
18.57 oc
39.53 ic
0.00
0.00
0.00
0.00
0.04 ic
0.07 ic
0.09 ic
0.11 ic
-----------------
-----------------
0.00
0.00
0.00
0.00
0.00
0.00
18.57
39.52 s
0.00
0.00
0.00
0.00
0.00
0.00
3.28
29.61
-----------------
-----------------
-----------------
-----------------
0.000
0.000
0.000
0.000
0.039
0.071
21.95
69.24
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
18
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 16
Pre Aree 4
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
1 yrs
2 min
10.000 ac
0.0 %
User
3.00 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
21.22 cfs
718 min
42,539 cuft
80
0 ft
5.00 min
Type II
484
Pre Aree 4
Q (cfs)
Q (cfs)
Hyd. No. 16 -- 1 Year
24.00
24.00
20.00
20.00
16.00
16.00
12.00
12.00
8.00
8.00
4.00
4.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
1440
Hyd No. 16
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
19
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 17
Post area 4
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
1 yrs
2 min
10.000 ac
0.0 %
User
3.00 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
27.90 cfs
716 min
56,576 cuft
86
0 ft
5.00 min
Type II
484
Post area 4
Q (cfs)
Q (cfs)
Hyd. No. 17 -- 1 Year
28.00
28.00
24.00
24.00
20.00
20.00
16.00
16.00
12.00
12.00
8.00
8.00
4.00
4.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
Hyd No. 17
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
20
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 18
Post WP 4
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
1 yrs
2 min
17 - Post area 4
WP#4
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
17.68 cfs
722 min
56,194 cuft
276.60 ft
45,388 cuft
Storage Indication method used. Wet pond routing start elevation = 274.50 ft.
Post WP 4
Q (cfs)
Q (cfs)
Hyd. No. 18 -- 1 Year
28.00
28.00
24.00
24.00
20.00
20.00
16.00
16.00
12.00
12.00
8.00
8.00
4.00
4.00
0.00
0.00
0
120
240
Hyd No. 18
360
480
600
Hyd No. 17
720
840
960
1080
1200
1320
1440
Total storage used = 45,388 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
21
Pond Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Pond No. 4 - WP#4
Pond Data
Contours -User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 269.00 ft
Stage / Storage Table
Stage (ft)
Elevation (ft)
0.00
1.00
2.00
3.00
5.00
5.50
6.00
7.00
8.00
9.00
10.00
Contour area (sqft)
269.00
270.00
271.00
272.00
274.00
274.50
275.00
276.00
277.00
278.00
279.00
Incr. Storage (cuft)
Total storage (cuft)
0
2,207
3,488
4,247
10,749
3,518
4,366
10,244
11,394
12,741
14,144
0
2,207
5,695
9,942
20,690
24,208
28,574
38,818
50,212
62,953
77,097
1,500
3,000
4,000
4,500
6,300
7,800
9,700
10,800
12,000
13,500
14,800
Culvert / Orifice Structures
[A]
Rise (in)
Span (in)
No. Barrels
Invert El. (ft)
Length (ft)
Slope (%)
N-Value
Orifice Coeff.
Multi-Stage
=
=
=
=
=
=
=
=
=
24.00
24.00
1
269.00
100.00
1.00
.013
0.60
n/a
Weir Structures
[B]
[C]
2.00
2.00
1
274.50
0.00
0.00
.013
0.60
No
0.00
0.00
0
0.00
0.00
0.00
.013
0.60
No
[PrfRsr]
0.00
0.00
0
0.00
0.00
n/a
n/a
0.60
No
[A]
12.00
276.00
3.33
1
Yes
[B]
[C]
[D]
8.00
277.50
3.33
Rect
No
0.00
0.00
3.33
--No
0.00
0.00
3.33
--No
Crest Len (ft)
Crest El. (ft)
Weir Coeff.
Weir Type
Multi-Stage
=
=
=
=
=
Exfil.(in/hr)
TW Elev. (ft)
= 0.000 (by Wet area)
= 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
Stage / Storage / Discharge Table
Stage
ft
Storage
cuft
0.00
1.00
2.00
3.00
5.00
5.50
6.00
7.00
8.00
9.00
10.00
0
2,207
5,695
9,942
20,690
24,208
28,574
38,818
50,212
62,953
77,097
Elevation
ft
269.00
270.00
271.00
272.00
274.00
274.50
275.00
276.00
277.00
278.00
279.00
Clv A
cfs
Clv B
cfs
Clv C
cfs
PrfRsr
cfs
Wr A
cfs
Wr B
cfs
Wr C
cfs
Wr D
cfs
Exfil
cfs
User
cfs
Total
cfs
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
37.84 ic
42.49 ic
45.28 ic
0.00
0.00
0.00
0.00
0.00
0.00
0.07 ic
0.13 ic
0.16 ic
0.19 ic
0.22 ic
-----------------------
-----------------------
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
37.84 s
42.49 s
45.25 s
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
9.42
48.94
-----------------------
-----------------------
-----------------------
-----------------------
0.000
0.000
0.000
0.000
0.000
0.000
0.068
0.125
38.00
52.10
94.41
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
22
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 20
Pre 2
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
1 yrs
2 min
9.600 ac
0.0 %
User
3.00 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
20.38 cfs
718 min
40,838 cuft
80
0 ft
5.00 min
Type II
484
Pre 2
Q (cfs)
Q (cfs)
Hyd. No. 20 -- 1 Year
21.00
21.00
18.00
18.00
15.00
15.00
12.00
12.00
9.00
9.00
6.00
6.00
3.00
3.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
1440
Hyd No. 20
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
23
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 21
Post Area 2
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
1 yrs
2 min
9.600 ac
0.0 %
User
3.00 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
26.78 cfs
716 min
54,313 cuft
86
0 ft
5.00 min
Type II
484
Post Area 2
Q (cfs)
Q (cfs)
Hyd. No. 21 -- 1 Year
28.00
28.00
24.00
24.00
20.00
20.00
16.00
16.00
12.00
12.00
8.00
8.00
4.00
4.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
Hyd No. 21
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
24
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 23
Post WP2
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
1 yrs
2 min
21 - Post Area 2
WP#2
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
8.625 cfs
724 min
53,183 cuft
282.36 ft
54,842 cuft
Storage Indication method used. Wet pond routing start elevation = 280.50 ft.
Post WP2
Q (cfs)
Q (cfs)
Hyd. No. 23 -- 1 Year
28.00
28.00
24.00
24.00
20.00
20.00
16.00
16.00
12.00
12.00
8.00
8.00
4.00
4.00
0.00
0.00
0
240
480
Hyd No. 23
720
960
1200
Hyd No. 21
1440
1680
1920
2160
2400
2640
2880
Total storage used = 54,842 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
3120
Time (min)
25
Pond Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Pond No. 5 - WP#2
Pond Data
Contours -User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 276.00 ft
Stage / Storage Table
Stage (ft)
Elevation (ft)
0.00
1.00
2.00
3.00
4.00
4.50
5.00
6.00
7.00
8.00
Contour area (sqft)
276.00
277.00
278.00
279.00
280.00
280.50
281.00
282.00
283.00
284.00
Incr. Storage (cuft)
Total storage (cuft)
0
4,791
5,792
6,842
7,943
4,765
5,841
13,542
15,042
16,592
0
4,791
10,583
17,425
25,368
30,133
35,973
49,515
64,557
81,149
4,300
5,300
6,300
7,400
8,500
10,600
12,800
14,300
15,800
17,400
Culvert / Orifice Structures
[A]
Rise (in)
Span (in)
No. Barrels
Invert El. (ft)
Length (ft)
Slope (%)
N-Value
Orifice Coeff.
Multi-Stage
=
=
=
=
=
=
=
=
=
30.00
30.00
1
276.00
100.00
1.00
.013
0.60
n/a
Weir Structures
[B]
[C]
2.00
2.00
1
280.50
0.00
0.00
.013
0.60
No
0.00
0.00
0
0.00
0.00
0.00
.013
0.60
No
[PrfRsr]
0.00
0.00
0
0.00
0.00
n/a
n/a
0.60
No
[A]
12.00
282.00
3.33
1
Yes
[B]
[C]
[D]
8.00
282.50
3.33
Rect
No
0.00
0.00
3.33
--No
0.00
0.00
3.33
--No
Crest Len (ft)
Crest El. (ft)
Weir Coeff.
Weir Type
Multi-Stage
=
=
=
=
=
Exfil.(in/hr)
TW Elev. (ft)
= 0.000 (by Wet area)
= 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
Stage / Storage / Discharge Table
Stage
ft
Storage
cuft
0.00
1.00
2.00
3.00
4.00
4.50
5.00
6.00
7.00
8.00
0
4,791
10,583
17,425
25,368
30,133
35,973
49,515
64,557
81,149
Elevation
ft
276.00
277.00
278.00
279.00
280.00
280.50
281.00
282.00
283.00
284.00
Clv A
cfs
Clv B
cfs
Clv C
cfs
PrfRsr
cfs
Wr A
cfs
Wr B
cfs
Wr C
cfs
Wr D
cfs
Exfil
cfs
User
cfs
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
39.96 ic
60.17 ic
0.00
0.00
0.00
0.00
0.00
0.00
0.07 ic
0.13 ic
0.16 ic
0.19 ic
---------------------
---------------------
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
39.96
60.16 s
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
9.42
48.94
---------------------
---------------------
---------------------
---------------------
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
Total
cfs
0.000
0.000
0.000
0.000
0.000
0.000
0.068
0.125
49.54
109.30
26
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 25
Pre area 1
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
1 yrs
2 min
9.600 ac
0.0 %
User
3.00 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
20.38 cfs
718 min
40,838 cuft
80
0 ft
5.00 min
Type II
484
Pre area 1
Q (cfs)
Q (cfs)
Hyd. No. 25 -- 1 Year
21.00
21.00
18.00
18.00
15.00
15.00
12.00
12.00
9.00
9.00
6.00
6.00
3.00
3.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
1440
Hyd No. 25
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
27
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 26
Post Area 1
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
1 yrs
2 min
9.600 ac
0.0 %
User
3.00 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
26.78 cfs
716 min
54,313 cuft
86
0 ft
5.00 min
Type II
484
Post Area 1
Q (cfs)
Q (cfs)
Hyd. No. 26 -- 1 Year
28.00
28.00
24.00
24.00
20.00
20.00
16.00
16.00
12.00
12.00
8.00
8.00
4.00
4.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
Hyd No. 26
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
28
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 28
Post -WP#1
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
1 yrs
2 min
26 - Post Area 1
WP#1
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
9.841 cfs
724 min
53,070 cuft
286.20 ft
51,825 cuft
Storage Indication method used. Wet pond routing start elevation = 284.50 ft.
Post -WP#1
Q (cfs)
Q (cfs)
Hyd. No. 28 -- 1 Year
28.00
28.00
24.00
24.00
20.00
20.00
16.00
16.00
12.00
12.00
8.00
8.00
4.00
4.00
0.00
0.00
0
240
Hyd No. 28
480
720
960
Hyd No. 26
1200
1440
1680
1920
2160
Total storage used = 51,825 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
2400
Time (min)
29
Pond Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Pond No. 6 - WP#1
Pond Data
Contours -User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 279.00 ft
Stage / Storage Table
Stage (ft)
Elevation (ft)
0.00
1.00
2.00
3.00
4.00
5.00
5.50
6.00
7.00
8.00
9.00
Contour area (sqft)
279.00
280.00
281.00
282.00
283.00
284.00
284.50
285.00
286.00
287.00
288.00
Incr. Storage (cuft)
Total storage (cuft)
0
1,471
2,483
3,957
5,971
8,455
5,492
6,493
14,496
15,939
17,445
0
1,471
3,954
7,911
13,883
22,338
27,829
34,322
48,818
64,757
82,202
1,000
2,000
3,000
5,000
7,000
10,000
12,000
14,000
15,000
16,900
18,000
Culvert / Orifice Structures
[A]
Rise (in)
Span (in)
No. Barrels
Invert El. (ft)
Length (ft)
Slope (%)
N-Value
Orifice Coeff.
Multi-Stage
=
=
=
=
=
=
=
=
=
30.00
30.00
1
279.00
60.00
1.00
.013
0.60
n/a
Weir Structures
[B]
[C]
2.00
2.00
1
284.50
0.00
0.00
.013
0.60
No
0.00
0.00
0
0.00
0.00
0.00
.013
0.60
No
[PrfRsr]
0.00
0.00
0
0.00
0.00
n/a
n/a
0.60
No
[A]
12.00
285.80
3.33
1
Yes
[B]
[C]
[D]
8.00
286.20
3.33
Rect
No
0.00
0.00
3.33
--No
0.00
0.00
3.33
--No
Crest Len (ft)
Crest El. (ft)
Weir Coeff.
Weir Type
Multi-Stage
=
=
=
=
=
Exfil.(in/hr)
TW Elev. (ft)
= 0.000 (by Wet area)
= 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
Stage / Storage / Discharge Table
Stage
ft
Storage
cuft
0.00
1.00
2.00
3.00
4.00
5.00
5.50
6.00
7.00
8.00
9.00
0
1,471
3,954
7,911
13,883
22,338
27,829
34,322
48,818
64,757
82,202
Elevation
ft
279.00
280.00
281.00
282.00
283.00
284.00
284.50
285.00
286.00
287.00
288.00
Clv A
cfs
Clv B
cfs
Clv C
cfs
PrfRsr
cfs
Wr A
cfs
Wr B
cfs
Wr C
cfs
Wr D
cfs
Exfil
cfs
User
cfs
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.64 ic
52.53 ic
64.74 ic
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.07 ic
0.13 ic
0.16 ic
0.19 ic
-----------------------
-----------------------
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.57
52.53
64.73 s
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
19.06
64.33
-----------------------
-----------------------
-----------------------
-----------------------
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
Total
cfs
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.068
3.699
71.75
129.26
30
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 30
Pre area 3
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
1 yrs
2 min
9.880 ac
0.0 %
User
3.00 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
20.97 cfs
718 min
42,029 cuft
80
0 ft
5.00 min
Type II
484
Pre area 3
Q (cfs)
Q (cfs)
Hyd. No. 30 -- 1 Year
21.00
21.00
18.00
18.00
15.00
15.00
12.00
12.00
9.00
9.00
6.00
6.00
3.00
3.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
1440
Hyd No. 30
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
31
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 31
Post Area 3
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
1 yrs
2 min
9.880 ac
0.0 %
User
3.00 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
27.56 cfs
716 min
55,897 cuft
86
0 ft
5.00 min
Type II
484
Post Area 3
Q (cfs)
Q (cfs)
Hyd. No. 31 -- 1 Year
28.00
28.00
24.00
24.00
20.00
20.00
16.00
16.00
12.00
12.00
8.00
8.00
4.00
4.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
Hyd No. 31
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
32
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 33
Post WP3
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
1 yrs
2 min
31 - Post Area 3
WP#3
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
16.49 cfs
722 min
55,589 cuft
276.26 ft
34,699 cuft
Storage Indication method used. Wet pond routing start elevation = 274.00 ft.
Post WP3
Q (cfs)
Q (cfs)
Hyd. No. 33 -- 1 Year
28.00
28.00
24.00
24.00
20.00
20.00
16.00
16.00
12.00
12.00
8.00
8.00
4.00
4.00
0.00
0.00
0
120
240
Hyd No. 33
360
480
600
Hyd No. 31
720
840
960
1080
1200
1320
1440
Total storage used = 34,699 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
33
Pond Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Pond No. 7 - WP#3
Pond Data
Contours -User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 270.00 ft
Stage / Storage Table
Stage (ft)
Elevation (ft)
0.00
1.00
2.00
3.00
4.00
4.50
5.00
8.00
Contour area (sqft)
270.00
271.00
272.00
273.00
274.00
274.50
275.00
278.00
Incr. Storage (cuft)
Total storage (cuft)
0
1,471
2,483
3,488
5,430
3,965
4,450
32,299
0
1,471
3,954
7,442
12,872
16,837
21,286
53,586
1,000
2,000
3,000
4,000
7,000
8,900
8,900
12,750
Culvert / Orifice Structures
[A]
Rise (in)
Span (in)
No. Barrels
Invert El. (ft)
Length (ft)
Slope (%)
N-Value
Orifice Coeff.
Multi-Stage
=
=
=
=
=
=
=
=
=
30.00
30.00
1
270.00
85.00
1.00
.013
0.60
n/a
Weir Structures
[B]
[C]
2.00
2.00
1
274.00
0.00
0.00
.013
0.60
No
0.00
0.00
0
0.00
0.00
0.00
.013
0.60
No
[PrfRsr]
0.00
0.00
0
0.00
0.00
n/a
n/a
0.60
No
[A]
12.00
275.70
3.33
1
Yes
[B]
[C]
[D]
8.00
276.80
3.33
Rect
No
0.00
0.00
3.33
--No
0.00
0.00
3.33
--No
Crest Len (ft)
Crest El. (ft)
Weir Coeff.
Weir Type
Multi-Stage
=
=
=
=
=
Exfil.(in/hr)
TW Elev. (ft)
= 0.000 (by Wet area)
= 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
Stage / Storage / Discharge Table
Stage
ft
Storage
cuft
0.00
1.00
2.00
3.00
4.00
4.50
5.00
8.00
0
1,471
3,954
7,442
12,872
16,837
21,286
53,586
Elevation
ft
270.00
271.00
272.00
273.00
274.00
274.50
275.00
278.00
Clv A
cfs
Clv B
cfs
Clv C
cfs
PrfRsr
cfs
Wr A
cfs
Wr B
cfs
Wr C
cfs
Wr D
cfs
Exfil
cfs
User
cfs
Total
cfs
0.00
0.00
0.00
0.00
0.00
0.00
0.00
60.58 ic
0.00
0.00
0.00
0.00
0.00
0.07 ic
0.10 ic
0.21 ic
-----------------
-----------------
0.00
0.00
0.00
0.00
0.00
0.00
0.00
60.58 s
0.00
0.00
0.00
0.00
0.00
0.00
0.00
35.02
-----------------
-----------------
-----------------
-----------------
0.000
0.000
0.000
0.000
0.000
0.068
0.101
95.80
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
34
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 35
Pre 5
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
1 yrs
2 min
7.080 ac
0.0 %
User
3.00 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
15.03 cfs
718 min
30,118 cuft
80
0 ft
5.00 min
Type II
484
Pre 5
Q (cfs)
Q (cfs)
Hyd. No. 35 -- 1 Year
18.00
18.00
15.00
15.00
12.00
12.00
9.00
9.00
6.00
6.00
3.00
3.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
1440
Hyd No. 35
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
35
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 36
Post 5
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
1 yrs
2 min
7.080 ac
0.0 %
User
3.00 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
19.75 cfs
716 min
40,056 cuft
86
0 ft
5.00 min
Type II
484
Post 5
Q (cfs)
Q (cfs)
Hyd. No. 36 -- 1 Year
21.00
21.00
18.00
18.00
15.00
15.00
12.00
12.00
9.00
9.00
6.00
6.00
3.00
3.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
Hyd No. 36
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
36
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 38
Post 5 BMP 5
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
1 yrs
2 min
36 - Post 5
WP#5
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
5.392 cfs
724 min
39,561 cuft
282.25 ft
34,870 cuft
Storage Indication method used. Wet pond routing start elevation = 280.50 ft.
Post 5 BMP 5
Q (cfs)
Q (cfs)
Hyd. No. 38 -- 1 Year
21.00
21.00
18.00
18.00
15.00
15.00
12.00
12.00
9.00
9.00
6.00
6.00
3.00
3.00
0.00
0.00
0
360
720
Hyd No. 38
1080
1440
Hyd No. 36
1800
2160
2520
2880
3240
3600
Total storage used = 34,870 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
3960
Time (min)
37
Pond Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Pond No. 8 - WP#5
Pond Data
Contours -User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 276.00 ft
Stage / Storage Table
Stage (ft)
Elevation (ft)
0.00
1.00
2.00
3.00
4.00
4.50
5.00
8.00
Contour area (sqft)
276.00
277.00
278.00
279.00
280.00
280.50
281.00
284.00
Incr. Storage (cuft)
Total storage (cuft)
0
1,471
2,483
3,488
5,106
3,710
4,887
32,997
0
1,471
3,954
7,442
12,548
16,258
21,145
54,142
1,000
2,000
3,000
4,000
6,300
8,600
11,000
11,000
Culvert / Orifice Structures
[A]
Rise (in)
Span (in)
No. Barrels
Invert El. (ft)
Length (ft)
Slope (%)
N-Value
Orifice Coeff.
Multi-Stage
=
=
=
=
=
=
=
=
=
30.00
30.00
1
276.00
85.00
1.00
.013
0.60
n/a
Weir Structures
[B]
[C]
2.00
2.00
1
280.50
0.00
0.00
.013
0.60
No
0.00
0.00
0
0.00
0.00
0.00
.013
0.60
No
[PrfRsr]
0.00
0.00
0
0.00
0.00
n/a
n/a
0.60
No
[A]
12.00
282.00
3.33
1
Yes
[B]
[C]
[D]
8.00
282.80
3.33
Rect
No
0.00
0.00
3.33
--No
0.00
0.00
3.33
--No
Crest Len (ft)
Crest El. (ft)
Weir Coeff.
Weir Type
Multi-Stage
=
=
=
=
=
Exfil.(in/hr)
TW Elev. (ft)
= 0.000 (by Wet area)
= 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
Stage / Storage / Discharge Table
Stage
ft
Storage
cuft
0.00
1.00
2.00
3.00
4.00
4.50
5.00
8.00
0
1,471
3,954
7,442
12,548
16,258
21,145
54,142
Elevation
ft
276.00
277.00
278.00
279.00
280.00
280.50
281.00
284.00
Clv A
cfs
Clv B
cfs
Clv C
cfs
PrfRsr
cfs
Wr A
cfs
Wr B
cfs
Wr C
cfs
Wr D
cfs
Exfil
cfs
User
cfs
Total
cfs
0.00
0.00
0.00
0.00
0.00
0.00
0.00
60.17 ic
0.00
0.00
0.00
0.00
0.00
0.00
0.07 ic
0.19 ic
-----------------
-----------------
0.00
0.00
0.00
0.00
0.00
0.00
0.00
60.16 s
0.00
0.00
0.00
0.00
0.00
0.00
0.00
35.02
-----------------
-----------------
-----------------
-----------------
0.000
0.000
0.000
0.000
0.000
0.000
0.068
95.38
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
38
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 40
Pre developement
Hydrograph type
Storm frequency
Time interval
Inflow hyds.
=
=
=
=
Combine
1 yrs
2 min
11, 16, 20, 25, 30, 35
Peak discharge
Time to peak
Hyd. volume
Contrib. drain. area
=
=
=
=
108.78 cfs
718 min
218,013 cuft
51.250 ac
Pre developement
Q (cfs)
Q (cfs)
Hyd. No. 40 -- 1 Year
120.00
120.00
100.00
100.00
80.00
80.00
60.00
60.00
40.00
40.00
20.00
20.00
0.00
0.00
0
120
240
Hyd No. 40
360
480
600
Hyd No. 11
Hyd No. 25
720
840
960
Hyd No. 16
Hyd No. 30
1080
1200
1320
1440
Hyd No. 20
Hyd No. 35
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
39
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 41
Post Development
Hydrograph type
Storm frequency
Time interval
Inflow hyds.
=
=
=
=
Combine
1 yrs
2 min
14, 18, 23, 28, 33, 38
Peak discharge
Time to peak
Hyd. volume
Contrib. drain. area
=
=
=
=
56.23 cfs
722 min
285,121 cuft
0.000 ac
Post Development
Q (cfs)
Q (cfs)
Hyd. No. 41 -- 1 Year
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
240
Hyd No. 41
480
720
960
Hyd No. 14
Hyd No. 28
1200
1440
Hyd No. 18
Hyd No. 33
1680
1920
2160
Hyd No. 23
Hyd No. 38
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
2400
Time (min)
40
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 43
Pre 8 and 5
Hydrograph type
Storm frequency
Time interval
Inflow hyds.
=
=
=
=
Combine
1 yrs
2 min
1, 6
Peak discharge
Time to peak
Hyd. volume
Contrib. drain. area
=
=
=
=
92.84 cfs
718 min
200,472 cuft
45.500 ac
Pre 8 and 5
Q (cfs)
Q (cfs)
Hyd. No. 43 -- 1 Year
100.00
100.00
90.00
90.00
80.00
80.00
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
Hyd No. 43
360
480
600
Hyd No. 1
720
840
960
1080
1200
1320
1440
Hyd No. 6
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
41
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 44
Post 8 and 5
Hydrograph type
Storm frequency
Time interval
Inflow hyds.
=
=
=
=
Combine
1 yrs
2 min
4, 9
Peak discharge
Time to peak
Hyd. volume
Contrib. drain. area
=
=
=
=
55.62 cfs
724 min
262,948 cuft
0.000 ac
Post 8 and 5
Q (cfs)
Q (cfs)
Hyd. No. 44 -- 1 Year
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
Hyd No. 44
360
480
600
Hyd No. 4
720
840
960
1080
1200
1320
1440
Hyd No. 9
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
42
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 46
Pre Total
Hydrograph type
Storm frequency
Time interval
Inflow hyds.
=
=
=
=
Combine
1 yrs
2 min
40, 43
Peak discharge
Time to peak
Hyd. volume
Contrib. drain. area
=
=
=
=
201.62 cfs
718 min
418,485 cuft
0.000 ac
Pre Total
Q (cfs)
Q (cfs)
Hyd. No. 46 -- 1 Year
210.00
210.00
180.00
180.00
150.00
150.00
120.00
120.00
90.00
90.00
60.00
60.00
30.00
30.00
0.00
0.00
0
120
240
Hyd No. 46
360
480
600
Hyd No. 40
720
840
960
1080
1200
1320
1440
Hyd No. 43
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
43
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 47
Post Total
Hydrograph type
Storm frequency
Time interval
Inflow hyds.
=
=
=
=
Combine
1 yrs
2 min
41, 44
Peak discharge
Time to peak
Hyd. volume
Contrib. drain. area
=
=
=
=
108.75 cfs
724 min
548,069 cuft
0.000 ac
Post Total
Q (cfs)
Q (cfs)
Hyd. No. 47 -- 1 Year
120.00
120.00
100.00
100.00
80.00
80.00
60.00
60.00
40.00
40.00
20.00
20.00
0.00
0.00
0
240
Hyd No. 47
480
720
Hyd No. 41
960
1200
1440
1680
1920
Hyd No. 44
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
2160
Time (min)
44
Hydrograph Summary Report
Hyd. Hydrograph
No.
type
(origin)
Peak
flow
(cfs)
Time
Time to
interval Peak
(min)
(min)
Hyd.
volume
(cuft)
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
124.17
2
718
285,812
------
------
------
Pre Basin 8
2
SCS Runoff
143.83
2
718
338,619
------
------
------
Post Basin 8
4
Reservoir
126.10
2
722
336,021
2
6
SCS Runoff
113.54
2
716
231,710
------
------
------
Pre basin 5
7
SCS Runoff
131.61
2
716
275,822
------
------
------
Post basin 5
9
Reservoir
116.69
2
718
274,140
7
11
SCS Runoff
27.39
2
716
55,896
------
------
------
Pre Area 6
12
SCS Runoff
31.60
2
716
66,223
------
------
------
Post Area 6
14
Reservoir
28.08
2
718
64,940
12
269.11
33,855
Post WP#6
16
SCS Runoff
53.81
2
716
109,815
------
------
------
Pre Aree 4
17
SCS Runoff
62.08
2
716
130,105
------
------
------
Post area 4
18
Reservoir
41.04
2
720
129,720
17
277.54
56,653
Post WP 4
20
SCS Runoff
51.66
2
716
105,422
------
------
------
Pre 2
21
SCS Runoff
59.60
2
716
124,901
------
------
------
Post Area 2
23
Reservoir
52.15
2
718
123,759
21
283.05
65,033
Post WP2
25
SCS Runoff
51.66
2
716
105,422
------
------
------
Pre area 1
26
SCS Runoff
59.60
2
716
124,901
------
------
------
Post Area 1
28
Reservoir
52.05
2
718
123,647
26
286.82
61,488
Post -WP#1
30
SCS Runoff
53.16
2
716
108,497
------
------
------
Pre area 3
31
SCS Runoff
61.33
2
716
128,543
------
------
------
Post Area 3
33
Reservoir
52.79
2
720
128,233
31
276.99
42,378
35
SCS Runoff
38.10
2
716
77,749
------
------
------
Pre 5
36
SCS Runoff
43.95
2
716
92,114
------
------
------
Post 5
38
Reservoir
38.96
2
718
91,616
36
282.96
42,483
40
Combine
275.77
2
716
562,801
------
------
Pre developement
41
Combine
264.30
2
718
661,915
11, 16, 20,
25, 30, 35,
14, 18, 23,
28, 33, 38,
------
------
Post Development
Stillwater 11 20 2014.gpw
279.54
269.41
Return Period: 10 Year
139,610
141,906
Post- BMP 8
Post WP7
Post WP3
Post 5 BMP 5
Sunday, 00 30, 2014
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
45
Hydrograph Summary Report
Hyd. Hydrograph
No.
type
(origin)
Peak
flow
(cfs)
Time
Time to
interval Peak
(min)
(min)
Hyd.
volume
(cuft)
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
43
Combine
235.69
2
718
517,521
1, 6,
------
------
Pre 8 and 5
44
Combine
237.14
2
720
610,160
4, 9,
------
------
Post 8 and 5
46
Combine
506.55
2
718
1,080,322
40, 43,
------
------
Pre Total
47
Combine
500.88
2
720
1,272,075
41, 44,
------
------
Post Total
Stillwater 11 20 2014.gpw
Return Period: 10 Year
Sunday, 00 30, 2014
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
46
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 1
Pre Basin 8
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
10 yrs
2 min
24.400 ac
3.5 %
KIRPICH
5.38 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
124.17 cfs
718 min
285,812 cuft
80
1220 ft
6.75 min
Type II
484
Pre Basin 8
Q (cfs)
Q (cfs)
Hyd. No. 1 -- 10 Year
140.00
140.00
120.00
120.00
100.00
100.00
80.00
80.00
60.00
60.00
40.00
40.00
20.00
20.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
1440
Hyd No. 1
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
47
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 2
Post Basin 8
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
10 yrs
2 min
24.400 ac
3.4 %
KIRPICH
5.38 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
143.83 cfs
718 min
338,619 cuft
86
1220 ft
6.82 min
Type II
484
Post Basin 8
Q (cfs)
Q (cfs)
Hyd. No. 2 -- 10 Year
160.00
160.00
140.00
140.00
120.00
120.00
100.00
100.00
80.00
80.00
60.00
60.00
40.00
40.00
20.00
20.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
Hyd No. 2
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
48
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 4
Post- BMP 8
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
10 yrs
2 min
2 - Post Basin 8
WP #8
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
126.10 cfs
722 min
336,021 cuft
279.54 ft
139,610 cuft
Storage Indication method used. Wet pond routing start elevation = 276.50 ft.
Post- BMP 8
Q (cfs)
Q (cfs)
Hyd. No. 4 -- 10 Year
160.00
160.00
140.00
140.00
120.00
120.00
100.00
100.00
80.00
80.00
60.00
60.00
40.00
40.00
20.00
20.00
0.00
0.00
0
120
240
Hyd No. 4
360
480
600
Hyd No. 2
720
840
960
1080
1200
1320
1440
Total storage used = 139,610 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
49
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 6
Pre basin 5
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
10 yrs
2 min
21.100 ac
0.0 %
User
5.38 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
113.54 cfs
716 min
231,710 cuft
80
0 ft
5.00 min
Type II
484
Pre basin 5
Q (cfs)
Q (cfs)
Hyd. No. 6 -- 10 Year
120.00
120.00
100.00
100.00
80.00
80.00
60.00
60.00
40.00
40.00
20.00
20.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
Hyd No. 6
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
50
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 7
Post basin 5
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
10 yrs
2 min
21.200 ac
0.0 %
User
5.38 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
131.61 cfs
716 min
275,822 cuft
86
0 ft
5.00 min
Type II
484
Post basin 5
Q (cfs)
Q (cfs)
Hyd. No. 7 -- 10 Year
140.00
140.00
120.00
120.00
100.00
100.00
80.00
80.00
60.00
60.00
40.00
40.00
20.00
20.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
Hyd No. 7
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1320
Time (min)
51
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 9
Post WP7
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
10 yrs
2 min
7 - Post basin 5
WP#7
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
116.69 cfs
718 min
274,140 cuft
269.41 ft
141,906 cuft
Storage Indication method used. Wet pond routing start elevation = 266.50 ft.
Post WP7
Q (cfs)
Q (cfs)
Hyd. No. 9 -- 10 Year
140.00
140.00
120.00
120.00
100.00
100.00
80.00
80.00
60.00
60.00
40.00
40.00
20.00
20.00
0.00
0.00
0
120
240
Hyd No. 9
360
480
600
Hyd No. 7
720
840
960
1080
1200
1320
Total storage used = 141,906 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
52
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 11
Pre Area 6
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
10 yrs
2 min
5.090 ac
0.0 %
User
5.38 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
27.39 cfs
716 min
55,896 cuft
80
0 ft
5.00 min
Type II
484
Pre Area 6
Q (cfs)
Q (cfs)
Hyd. No. 11 -- 10 Year
28.00
28.00
24.00
24.00
20.00
20.00
16.00
16.00
12.00
12.00
8.00
8.00
4.00
4.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
Hyd No. 11
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
53
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 12
Post Area 6
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
10 yrs
2 min
5.090 ac
0.0 %
User
5.38 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
31.60 cfs
716 min
66,223 cuft
86
0 ft
5.00 min
Type II
484
Post Area 6
Q (cfs)
Q (cfs)
Hyd. No. 12 -- 10 Year
35.00
35.00
30.00
30.00
25.00
25.00
20.00
20.00
15.00
15.00
10.00
10.00
5.00
5.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
Hyd No. 12
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1320
Time (min)
54
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 14
Post WP#6
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
10 yrs
2 min
12 - Post Area 6
WP#6
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
28.08 cfs
718 min
64,940 cuft
269.11 ft
33,855 cuft
Storage Indication method used. Wet pond routing start elevation = 266.50 ft.
Post WP#6
Q (cfs)
Q (cfs)
Hyd. No. 14 -- 10 Year
35.00
35.00
30.00
30.00
25.00
25.00
20.00
20.00
15.00
15.00
10.00
10.00
5.00
5.00
0.00
0.00
0
120
240
Hyd No. 14
360
480
600
Hyd No. 12
720
840
960
1080
1200
1320
Total storage used = 33,855 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
55
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 16
Pre Aree 4
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
10 yrs
2 min
10.000 ac
0.0 %
User
5.38 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
53.81 cfs
716 min
109,815 cuft
80
0 ft
5.00 min
Type II
484
Pre Aree 4
Q (cfs)
Q (cfs)
Hyd. No. 16 -- 10 Year
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
Hyd No. 16
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
56
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 17
Post area 4
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
10 yrs
2 min
10.000 ac
0.0 %
User
5.38 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
62.08 cfs
716 min
130,105 cuft
86
0 ft
5.00 min
Type II
484
Post area 4
Q (cfs)
Q (cfs)
Hyd. No. 17 -- 10 Year
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
Hyd No. 17
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1320
Time (min)
57
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 18
Post WP 4
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
10 yrs
2 min
17 - Post area 4
WP#4
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
41.04 cfs
720 min
129,720 cuft
277.54 ft
56,653 cuft
Storage Indication method used. Wet pond routing start elevation = 274.50 ft.
Post WP 4
Q (cfs)
Q (cfs)
Hyd. No. 18 -- 10 Year
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
Hyd No. 18
360
480
600
Hyd No. 17
720
840
960
1080
1200
1320
1440
Total storage used = 56,653 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
58
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 20
Pre 2
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
10 yrs
2 min
9.600 ac
0.0 %
User
5.38 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
51.66 cfs
716 min
105,422 cuft
80
0 ft
5.00 min
Type II
484
Pre 2
Q (cfs)
Q (cfs)
Hyd. No. 20 -- 10 Year
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
Hyd No. 20
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
59
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 21
Post Area 2
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
10 yrs
2 min
9.600 ac
0.0 %
User
5.38 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
59.60 cfs
716 min
124,901 cuft
86
0 ft
5.00 min
Type II
484
Post Area 2
Q (cfs)
Q (cfs)
Hyd. No. 21 -- 10 Year
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
Hyd No. 21
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1320
Time (min)
60
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 23
Post WP2
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
10 yrs
2 min
21 - Post Area 2
WP#2
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
52.15 cfs
718 min
123,759 cuft
283.05 ft
65,033 cuft
Storage Indication method used. Wet pond routing start elevation = 280.50 ft.
Post WP2
Q (cfs)
Q (cfs)
Hyd. No. 23 -- 10 Year
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
Hyd No. 23
360
480
600
Hyd No. 21
720
840
960
1080
1200
1320
Total storage used = 65,033 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
61
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 25
Pre area 1
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
10 yrs
2 min
9.600 ac
0.0 %
User
5.38 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
51.66 cfs
716 min
105,422 cuft
80
0 ft
5.00 min
Type II
484
Pre area 1
Q (cfs)
Q (cfs)
Hyd. No. 25 -- 10 Year
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
Hyd No. 25
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
62
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 26
Post Area 1
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
10 yrs
2 min
9.600 ac
0.0 %
User
5.38 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
59.60 cfs
716 min
124,901 cuft
86
0 ft
5.00 min
Type II
484
Post Area 1
Q (cfs)
Q (cfs)
Hyd. No. 26 -- 10 Year
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
Hyd No. 26
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1320
Time (min)
63
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 28
Post -WP#1
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
10 yrs
2 min
26 - Post Area 1
WP#1
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
52.05 cfs
718 min
123,647 cuft
286.82 ft
61,488 cuft
Storage Indication method used. Wet pond routing start elevation = 284.50 ft.
Post -WP#1
Q (cfs)
Q (cfs)
Hyd. No. 28 -- 10 Year
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
Hyd No. 28
360
480
600
Hyd No. 26
720
840
960
1080
1200
1320
Total storage used = 61,488 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
64
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 30
Pre area 3
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
10 yrs
2 min
9.880 ac
0.0 %
User
5.38 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
53.16 cfs
716 min
108,497 cuft
80
0 ft
5.00 min
Type II
484
Pre area 3
Q (cfs)
Q (cfs)
Hyd. No. 30 -- 10 Year
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
Hyd No. 30
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
65
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 31
Post Area 3
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
10 yrs
2 min
9.880 ac
0.0 %
User
5.38 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
61.33 cfs
716 min
128,543 cuft
86
0 ft
5.00 min
Type II
484
Post Area 3
Q (cfs)
Q (cfs)
Hyd. No. 31 -- 10 Year
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
Hyd No. 31
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1320
Time (min)
66
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 33
Post WP3
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
10 yrs
2 min
31 - Post Area 3
WP#3
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
52.79 cfs
720 min
128,233 cuft
276.99 ft
42,378 cuft
Storage Indication method used. Wet pond routing start elevation = 274.00 ft.
Post WP3
Q (cfs)
Q (cfs)
Hyd. No. 33 -- 10 Year
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
Hyd No. 33
360
480
600
Hyd No. 31
720
840
960
1080
1200
1320
Total storage used = 42,378 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
67
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 35
Pre 5
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
10 yrs
2 min
7.080 ac
0.0 %
User
5.38 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
38.10 cfs
716 min
77,749 cuft
80
0 ft
5.00 min
Type II
484
Pre 5
Q (cfs)
Q (cfs)
Hyd. No. 35 -- 10 Year
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
Hyd No. 35
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
68
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 36
Post 5
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
10 yrs
2 min
7.080 ac
0.0 %
User
5.38 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
43.95 cfs
716 min
92,114 cuft
86
0 ft
5.00 min
Type II
484
Post 5
Q (cfs)
Q (cfs)
Hyd. No. 36 -- 10 Year
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
Hyd No. 36
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1320
Time (min)
69
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 38
Post 5 BMP 5
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
10 yrs
2 min
36 - Post 5
WP#5
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
38.96 cfs
718 min
91,616 cuft
282.96 ft
42,483 cuft
Storage Indication method used. Wet pond routing start elevation = 280.50 ft.
Post 5 BMP 5
Q (cfs)
Q (cfs)
Hyd. No. 38 -- 10 Year
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
Hyd No. 38
360
480
600
Hyd No. 36
720
840
960
1080
1200
1320
Total storage used = 42,483 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
70
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 40
Pre developement
Hydrograph type
Storm frequency
Time interval
Inflow hyds.
=
=
=
=
Combine
10 yrs
2 min
11, 16, 20, 25, 30, 35
Peak discharge
Time to peak
Hyd. volume
Contrib. drain. area
=
=
=
=
275.77 cfs
716 min
562,801 cuft
51.250 ac
Pre developement
Q (cfs)
Q (cfs)
Hyd. No. 40 -- 10 Year
280.00
280.00
240.00
240.00
200.00
200.00
160.00
160.00
120.00
120.00
80.00
80.00
40.00
40.00
0.00
0.00
0
120
240
Hyd No. 40
360
480
600
Hyd No. 11
Hyd No. 25
720
840
960
Hyd No. 16
Hyd No. 30
1080
1200
1320
Hyd No. 20
Hyd No. 35
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
71
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 41
Post Development
Hydrograph type
Storm frequency
Time interval
Inflow hyds.
=
=
=
=
Combine
10 yrs
2 min
14, 18, 23, 28, 33, 38
Peak discharge
Time to peak
Hyd. volume
Contrib. drain. area
=
=
=
=
264.30 cfs
718 min
661,915 cuft
0.000 ac
Post Development
Q (cfs)
Q (cfs)
Hyd. No. 41 -- 10 Year
280.00
280.00
240.00
240.00
200.00
200.00
160.00
160.00
120.00
120.00
80.00
80.00
40.00
40.00
0.00
0.00
0
120
240
Hyd No. 41
360
480
600
Hyd No. 14
Hyd No. 28
720
840
960
Hyd No. 18
Hyd No. 33
1080
1200
1320
1440
Hyd No. 23
Hyd No. 38
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
72
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 43
Pre 8 and 5
Hydrograph type
Storm frequency
Time interval
Inflow hyds.
=
=
=
=
Combine
10 yrs
2 min
1, 6
Peak discharge
Time to peak
Hyd. volume
Contrib. drain. area
=
=
=
=
235.69 cfs
718 min
517,521 cuft
45.500 ac
Pre 8 and 5
Q (cfs)
Q (cfs)
Hyd. No. 43 -- 10 Year
240.00
240.00
210.00
210.00
180.00
180.00
150.00
150.00
120.00
120.00
90.00
90.00
60.00
60.00
30.00
30.00
0.00
0.00
0
120
240
Hyd No. 43
360
480
600
Hyd No. 1
720
840
960
1080
1200
1320
Hyd No. 6
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
73
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 44
Post 8 and 5
Hydrograph type
Storm frequency
Time interval
Inflow hyds.
=
=
=
=
Combine
10 yrs
2 min
4, 9
Peak discharge
Time to peak
Hyd. volume
Contrib. drain. area
=
=
=
=
237.14 cfs
720 min
610,160 cuft
0.000 ac
Post 8 and 5
Q (cfs)
Q (cfs)
Hyd. No. 44 -- 10 Year
240.00
240.00
210.00
210.00
180.00
180.00
150.00
150.00
120.00
120.00
90.00
90.00
60.00
60.00
30.00
30.00
0.00
0.00
0
120
240
Hyd No. 44
360
480
600
Hyd No. 4
720
840
960
1080
1200
1320
1440
Hyd No. 9
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
74
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 46
Pre Total
Hydrograph type
Storm frequency
Time interval
Inflow hyds.
=
=
=
=
Combine
10 yrs
2 min
40, 43
Peak discharge
Time to peak
Hyd. volume
Contrib. drain. area
=
=
=
=
506.55 cfs
718 min
1,080,322 cuft
0.000 ac
Pre Total
Q (cfs)
Q (cfs)
Hyd. No. 46 -- 10 Year
560.00
560.00
490.00
490.00
420.00
420.00
350.00
350.00
280.00
280.00
210.00
210.00
140.00
140.00
70.00
70.00
0.00
0.00
0
120
240
Hyd No. 46
360
480
600
Hyd No. 40
720
840
960
1080
1200
1320
Hyd No. 43
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
75
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 47
Post Total
Hydrograph type
Storm frequency
Time interval
Inflow hyds.
=
=
=
=
Combine
10 yrs
2 min
41, 44
Peak discharge
Time to peak
Hyd. volume
Contrib. drain. area
=
=
=
=
500.88 cfs
720 min
1,272,075 cuft
0.000 ac
Post Total
Q (cfs)
Q (cfs)
Hyd. No. 47 -- 10 Year
560.00
560.00
490.00
490.00
420.00
420.00
350.00
350.00
280.00
280.00
210.00
210.00
140.00
140.00
70.00
70.00
0.00
0.00
0
120
240
Hyd No. 47
360
480
600
Hyd No. 41
720
840
960
1080
1200
1320
1440
Hyd No. 44
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
76
Hydrograph Summary Report
Hyd. Hydrograph
No.
type
(origin)
Peak
flow
(cfs)
Time
Time to
interval Peak
(min)
(min)
Hyd.
volume
(cuft)
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
158.58
2
718
367,854
------
------
------
Pre Basin 8
2
SCS Runoff
178.47
2
718
425,157
------
------
------
Post Basin 8
4
Reservoir
161.35
2
720
422,552
2
6
SCS Runoff
144.74
2
716
298,222
------
------
------
Pre basin 5
7
SCS Runoff
163.10
2
716
346,311
------
------
------
Post basin 5
9
Reservoir
145.01
2
718
344,625
7
11
SCS Runoff
34.91
2
716
71,941
------
------
------
Pre Area 6
12
SCS Runoff
39.16
2
716
83,147
------
------
------
Post Area 6
14
Reservoir
36.08
2
718
81,861
12
269.21
35,007
Post WP#6
16
SCS Runoff
68.60
2
716
141,337
------
------
------
Pre Aree 4
17
SCS Runoff
76.93
2
716
163,354
------
------
------
Post area 4
18
Reservoir
51.59
2
720
162,970
17
278.01
62,737
Post WP 4
20
SCS Runoff
65.85
2
716
135,684
------
------
------
Pre 2
21
SCS Runoff
73.85
2
716
156,820
------
------
------
Post Area 2
23
Reservoir
65.74
2
718
155,675
21
283.20
67,500
Post WP2
25
SCS Runoff
65.85
2
716
135,684
------
------
------
Pre area 1
26
SCS Runoff
73.85
2
716
156,820
------
------
------
Post Area 1
28
Reservoir
66.28
2
718
155,563
26
286.96
63,875
Post -WP#1
30
SCS Runoff
67.77
2
716
139,641
------
------
------
Pre area 3
31
SCS Runoff
76.01
2
716
161,394
------
------
------
Post Area 3
33
Reservoir
64.15
2
720
161,084
31
277.29
45,569
35
SCS Runoff
48.57
2
716
100,067
------
------
------
Pre 5
36
SCS Runoff
54.47
2
716
115,655
------
------
------
Post 5
38
Reservoir
49.74
2
718
115,157
36
283.10
44,107
40
Combine
351.55
2
716
724,353
------
------
Pre developement
41
Combine
328.33
2
718
832,309
11, 16, 20,
25, 30, 35,
14, 18, 23,
28, 33, 38,
------
------
Post Development
Stillwater 11 20 2014.gpw
279.72
269.60
Return Period: 25 Year
145,339
147,052
Post- BMP 8
Post WP7
Post WP3
Post 5 BMP 5
Sunday, 00 30, 2014
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
77
Hydrograph Summary Report
Hyd. Hydrograph
No.
type
(origin)
Peak
flow
(cfs)
Time
Time to
interval Peak
(min)
(min)
Hyd.
volume
(cuft)
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
43
Combine
299.93
2
718
666,076
1, 6,
------
------
Pre 8 and 5
44
Combine
304.49
2
720
767,178
4, 9,
------
------
Post 8 and 5
46
Combine
643.27
2
718
1,390,430
40, 43,
------
------
Pre Total
47
Combine
632.70
2
720
1,599,486
41, 44,
------
------
Post Total
Stillwater 11 20 2014.gpw
Return Period: 25 Year
Sunday, 00 30, 2014
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
78
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 1
Pre Basin 8
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
25 yrs
2 min
24.400 ac
3.5 %
KIRPICH
6.41 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
158.58 cfs
718 min
367,854 cuft
80
1220 ft
6.75 min
Type II
484
Pre Basin 8
Q (cfs)
Q (cfs)
Hyd. No. 1 -- 25 Year
160.00
160.00
140.00
140.00
120.00
120.00
100.00
100.00
80.00
80.00
60.00
60.00
40.00
40.00
20.00
20.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
1440
Hyd No. 1
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
79
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 2
Post Basin 8
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
25 yrs
2 min
24.400 ac
3.4 %
KIRPICH
6.41 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
178.47 cfs
718 min
425,157 cuft
86
1220 ft
6.82 min
Type II
484
Post Basin 8
Q (cfs)
Q (cfs)
Hyd. No. 2 -- 25 Year
180.00
180.00
150.00
150.00
120.00
120.00
90.00
90.00
60.00
60.00
30.00
30.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
1320
Hyd No. 2
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
80
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 4
Post- BMP 8
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
25 yrs
2 min
2 - Post Basin 8
WP #8
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
161.35 cfs
720 min
422,552 cuft
279.72 ft
145,339 cuft
Storage Indication method used. Wet pond routing start elevation = 276.50 ft.
Post- BMP 8
Q (cfs)
Q (cfs)
Hyd. No. 4 -- 25 Year
180.00
180.00
150.00
150.00
120.00
120.00
90.00
90.00
60.00
60.00
30.00
30.00
0.00
0.00
0
120
240
Hyd No. 4
360
480
600
Hyd No. 2
720
840
960
1080
1200
1320
1440
Total storage used = 145,339 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
81
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 6
Pre basin 5
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
25 yrs
2 min
21.100 ac
0.0 %
User
6.41 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
144.74 cfs
716 min
298,222 cuft
80
0 ft
5.00 min
Type II
484
Pre basin 5
Q (cfs)
Q (cfs)
Hyd. No. 6 -- 25 Year
160.00
160.00
140.00
140.00
120.00
120.00
100.00
100.00
80.00
80.00
60.00
60.00
40.00
40.00
20.00
20.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
Hyd No. 6
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1320
Time (min)
82
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 7
Post basin 5
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
25 yrs
2 min
21.200 ac
0.0 %
User
6.41 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
163.10 cfs
716 min
346,311 cuft
86
0 ft
5.00 min
Type II
484
Post basin 5
Q (cfs)
Q (cfs)
Hyd. No. 7 -- 25 Year
180.00
180.00
160.00
160.00
140.00
140.00
120.00
120.00
100.00
100.00
80.00
80.00
60.00
60.00
40.00
40.00
20.00
20.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
Hyd No. 7
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1200
Time (min)
83
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 9
Post WP7
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
25 yrs
2 min
7 - Post basin 5
WP#7
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
145.01 cfs
718 min
344,625 cuft
269.60 ft
147,052 cuft
Storage Indication method used. Wet pond routing start elevation = 266.50 ft.
Post WP7
Q (cfs)
Q (cfs)
Hyd. No. 9 -- 25 Year
180.00
180.00
160.00
160.00
140.00
140.00
120.00
120.00
100.00
100.00
80.00
80.00
60.00
60.00
40.00
40.00
20.00
20.00
0.00
0.00
0
120
240
Hyd No. 9
360
480
600
Hyd No. 7
720
840
960
1080
1200
1320
Total storage used = 147,052 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
84
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 11
Pre Area 6
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
25 yrs
2 min
5.090 ac
0.0 %
User
6.41 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
34.91 cfs
716 min
71,941 cuft
80
0 ft
5.00 min
Type II
484
Pre Area 6
Q (cfs)
Q (cfs)
Hyd. No. 11 -- 25 Year
35.00
35.00
30.00
30.00
25.00
25.00
20.00
20.00
15.00
15.00
10.00
10.00
5.00
5.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
Hyd No. 11
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1320
Time (min)
85
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 12
Post Area 6
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
25 yrs
2 min
5.090 ac
0.0 %
User
6.41 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
39.16 cfs
716 min
83,147 cuft
86
0 ft
5.00 min
Type II
484
Post Area 6
Q (cfs)
Q (cfs)
Hyd. No. 12 -- 25 Year
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
Hyd No. 12
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1200
Time (min)
86
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 14
Post WP#6
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
25 yrs
2 min
12 - Post Area 6
WP#6
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
36.08 cfs
718 min
81,861 cuft
269.21 ft
35,007 cuft
Storage Indication method used. Wet pond routing start elevation = 266.50 ft.
Post WP#6
Q (cfs)
Q (cfs)
Hyd. No. 14 -- 25 Year
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
Hyd No. 14
360
480
Hyd No. 12
600
720
840
960
1080
1200
Total storage used = 35,007 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1320
Time (min)
87
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 16
Pre Aree 4
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
25 yrs
2 min
10.000 ac
0.0 %
User
6.41 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
68.60 cfs
716 min
141,337 cuft
80
0 ft
5.00 min
Type II
484
Pre Aree 4
Q (cfs)
Q (cfs)
Hyd. No. 16 -- 25 Year
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
Hyd No. 16
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1320
Time (min)
88
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 17
Post area 4
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
25 yrs
2 min
10.000 ac
0.0 %
User
6.41 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
76.93 cfs
716 min
163,354 cuft
86
0 ft
5.00 min
Type II
484
Post area 4
Q (cfs)
Q (cfs)
Hyd. No. 17 -- 25 Year
80.00
80.00
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
Hyd No. 17
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1200
Time (min)
89
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 18
Post WP 4
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
25 yrs
2 min
17 - Post area 4
WP#4
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
51.59 cfs
720 min
162,970 cuft
278.01 ft
62,737 cuft
Storage Indication method used. Wet pond routing start elevation = 274.50 ft.
Post WP 4
Q (cfs)
Q (cfs)
Hyd. No. 18 -- 25 Year
80.00
80.00
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
Hyd No. 18
360
480
600
Hyd No. 17
720
840
960
1080
1200
1320
1440
Total storage used = 62,737 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
90
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 20
Pre 2
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
25 yrs
2 min
9.600 ac
0.0 %
User
6.41 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
65.85 cfs
716 min
135,684 cuft
80
0 ft
5.00 min
Type II
484
Pre 2
Q (cfs)
Q (cfs)
Hyd. No. 20 -- 25 Year
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
Hyd No. 20
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1320
Time (min)
91
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 21
Post Area 2
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
25 yrs
2 min
9.600 ac
0.0 %
User
6.41 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
73.85 cfs
716 min
156,820 cuft
86
0 ft
5.00 min
Type II
484
Post Area 2
Q (cfs)
Q (cfs)
Hyd. No. 21 -- 25 Year
80.00
80.00
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
Hyd No. 21
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1200
Time (min)
92
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 23
Post WP2
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
25 yrs
2 min
21 - Post Area 2
WP#2
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
65.74 cfs
718 min
155,675 cuft
283.20 ft
67,500 cuft
Storage Indication method used. Wet pond routing start elevation = 280.50 ft.
Post WP2
Q (cfs)
Q (cfs)
Hyd. No. 23 -- 25 Year
80.00
80.00
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
Hyd No. 23
360
480
600
Hyd No. 21
720
840
960
1080
1200
1320
Total storage used = 67,500 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
93
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 25
Pre area 1
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
25 yrs
2 min
9.600 ac
0.0 %
User
6.41 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
65.85 cfs
716 min
135,684 cuft
80
0 ft
5.00 min
Type II
484
Pre area 1
Q (cfs)
Q (cfs)
Hyd. No. 25 -- 25 Year
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
Hyd No. 25
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1320
Time (min)
94
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 26
Post Area 1
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
25 yrs
2 min
9.600 ac
0.0 %
User
6.41 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
73.85 cfs
716 min
156,820 cuft
86
0 ft
5.00 min
Type II
484
Post Area 1
Q (cfs)
Q (cfs)
Hyd. No. 26 -- 25 Year
80.00
80.00
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
Hyd No. 26
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1200
Time (min)
95
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 28
Post -WP#1
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
25 yrs
2 min
26 - Post Area 1
WP#1
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
66.28 cfs
718 min
155,563 cuft
286.96 ft
63,875 cuft
Storage Indication method used. Wet pond routing start elevation = 284.50 ft.
Post -WP#1
Q (cfs)
Q (cfs)
Hyd. No. 28 -- 25 Year
80.00
80.00
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
Hyd No. 28
360
480
600
Hyd No. 26
720
840
960
1080
1200
1320
Total storage used = 63,875 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
96
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 30
Pre area 3
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
25 yrs
2 min
9.880 ac
0.0 %
User
6.41 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
67.77 cfs
716 min
139,641 cuft
80
0 ft
5.00 min
Type II
484
Pre area 3
Q (cfs)
Q (cfs)
Hyd. No. 30 -- 25 Year
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
Hyd No. 30
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1320
Time (min)
97
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 31
Post Area 3
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
25 yrs
2 min
9.880 ac
0.0 %
User
6.41 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
76.01 cfs
716 min
161,394 cuft
86
0 ft
5.00 min
Type II
484
Post Area 3
Q (cfs)
Q (cfs)
Hyd. No. 31 -- 25 Year
80.00
80.00
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
Hyd No. 31
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1200
Time (min)
98
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 33
Post WP3
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
25 yrs
2 min
31 - Post Area 3
WP#3
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
64.15 cfs
720 min
161,084 cuft
277.29 ft
45,569 cuft
Storage Indication method used. Wet pond routing start elevation = 274.00 ft.
Post WP3
Q (cfs)
Q (cfs)
Hyd. No. 33 -- 25 Year
80.00
80.00
70.00
70.00
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
Hyd No. 33
360
480
600
Hyd No. 31
720
840
960
1080
1200
1320
Total storage used = 45,569 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
99
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 35
Pre 5
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
25 yrs
2 min
7.080 ac
0.0 %
User
6.41 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
48.57 cfs
716 min
100,067 cuft
80
0 ft
5.00 min
Type II
484
Pre 5
Q (cfs)
Q (cfs)
Hyd. No. 35 -- 25 Year
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
1200
Hyd No. 35
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1320
Time (min)
100
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 36
Post 5
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
=
=
=
=
=
=
=
=
SCS Runoff
25 yrs
2 min
7.080 ac
0.0 %
User
6.41 in
24 hrs
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
=
=
=
=
=
=
=
=
54.47 cfs
716 min
115,655 cuft
86
0 ft
5.00 min
Type II
484
Post 5
Q (cfs)
Q (cfs)
Hyd. No. 36 -- 25 Year
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
360
480
600
720
840
960
1080
Hyd No. 36
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1200
Time (min)
101
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 38
Post 5 BMP 5
Hydrograph type
Storm frequency
Time interval
Inflow hyd. No.
Reservoir name
=
=
=
=
=
Reservoir
25 yrs
2 min
36 - Post 5
WP#5
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
=
=
=
=
=
49.74 cfs
718 min
115,157 cuft
283.10 ft
44,107 cuft
Storage Indication method used. Wet pond routing start elevation = 280.50 ft.
Post 5 BMP 5
Q (cfs)
Q (cfs)
Hyd. No. 38 -- 25 Year
60.00
60.00
50.00
50.00
40.00
40.00
30.00
30.00
20.00
20.00
10.00
10.00
0.00
0.00
0
120
240
Hyd No. 38
360
480
Hyd No. 36
600
720
840
960
1080
1200
Total storage used = 44,107 cuft
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1320
Time (min)
102
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 40
Pre developement
Hydrograph type
Storm frequency
Time interval
Inflow hyds.
=
=
=
=
Combine
25 yrs
2 min
11, 16, 20, 25, 30, 35
Peak discharge
Time to peak
Hyd. volume
Contrib. drain. area
=
=
=
=
351.55 cfs
716 min
724,353 cuft
51.250 ac
Pre developement
Q (cfs)
Q (cfs)
Hyd. No. 40 -- 25 Year
400.00
400.00
350.00
350.00
300.00
300.00
250.00
250.00
200.00
200.00
150.00
150.00
100.00
100.00
50.00
50.00
0.00
0.00
0
120
240
Hyd No. 40
360
480
Hyd No. 11
Hyd No. 25
600
720
840
Hyd No. 16
Hyd No. 30
960
1080
1200
Hyd No. 20
Hyd No. 35
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1320
Time (min)
103
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 41
Post Development
Hydrograph type
Storm frequency
Time interval
Inflow hyds.
=
=
=
=
Combine
25 yrs
2 min
14, 18, 23, 28, 33, 38
Peak discharge
Time to peak
Hyd. volume
Contrib. drain. area
=
=
=
=
328.33 cfs
718 min
832,309 cuft
0.000 ac
Post Development
Q (cfs)
Q (cfs)
Hyd. No. 41 -- 25 Year
350.00
350.00
300.00
300.00
250.00
250.00
200.00
200.00
150.00
150.00
100.00
100.00
50.00
50.00
0.00
0.00
0
120
240
Hyd No. 41
360
480
600
Hyd No. 14
Hyd No. 28
720
840
960
Hyd No. 18
Hyd No. 33
1080
1200
1320
1440
Hyd No. 23
Hyd No. 38
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
104
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 43
Pre 8 and 5
Hydrograph type
Storm frequency
Time interval
Inflow hyds.
=
=
=
=
Combine
25 yrs
2 min
1, 6
Peak discharge
Time to peak
Hyd. volume
Contrib. drain. area
=
=
=
=
299.93 cfs
718 min
666,076 cuft
45.500 ac
Pre 8 and 5
Q (cfs)
Q (cfs)
Hyd. No. 43 -- 25 Year
320.00
320.00
280.00
280.00
240.00
240.00
200.00
200.00
160.00
160.00
120.00
120.00
80.00
80.00
40.00
40.00
0.00
0.00
0
120
240
Hyd No. 43
360
480
600
Hyd No. 1
720
840
960
1080
1200
1320
Hyd No. 6
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
105
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 44
Post 8 and 5
Hydrograph type
Storm frequency
Time interval
Inflow hyds.
=
=
=
=
Combine
25 yrs
2 min
4, 9
Peak discharge
Time to peak
Hyd. volume
Contrib. drain. area
=
=
=
=
304.49 cfs
720 min
767,178 cuft
0.000 ac
Post 8 and 5
Q (cfs)
Q (cfs)
Hyd. No. 44 -- 25 Year
320.00
320.00
280.00
280.00
240.00
240.00
200.00
200.00
160.00
160.00
120.00
120.00
80.00
80.00
40.00
40.00
0.00
0.00
0
120
240
Hyd No. 44
360
480
600
Hyd No. 4
720
840
960
1080
1200
1320
1440
Hyd No. 9
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
106
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 46
Pre Total
Hydrograph type
Storm frequency
Time interval
Inflow hyds.
=
=
=
=
Combine
25 yrs
2 min
40, 43
Peak discharge
Time to peak
Hyd. volume
Contrib. drain. area
=
=
=
=
643.27 cfs
718 min
1,390,430 cuft
0.000 ac
Pre Total
Q (cfs)
Q (cfs)
Hyd. No. 46 -- 25 Year
720.00
720.00
630.00
630.00
540.00
540.00
450.00
450.00
360.00
360.00
270.00
270.00
180.00
180.00
90.00
90.00
0.00
0.00
0
120
240
Hyd No. 46
360
480
600
Hyd No. 40
720
840
960
1080
1200
1320
Hyd No. 43
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1440
Time (min)
107
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 00 30, 2014
Hyd. No. 47
Post Total
Hydrograph type
Storm frequency
Time interval
Inflow hyds.
=
=
=
=
Combine
25 yrs
2 min
41, 44
Peak discharge
Time to peak
Hyd. volume
Contrib. drain. area
=
=
=
=
632.70 cfs
720 min
1,599,486 cuft
0.000 ac
Post Total
Q (cfs)
Q (cfs)
Hyd. No. 47 -- 25 Year
720.00
720.00
630.00
630.00
540.00
540.00
450.00
450.00
360.00
360.00
270.00
270.00
180.00
180.00
90.00
90.00
0.00
0.00
0
120
240
Hyd No. 47
360
480
600
Hyd No. 41
720
840
960
1080
1200
1320
1440
Hyd No. 44
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
1560
Time (min)
Hydraflow Table of Contents
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Stillwater 11 20 2014.gpw
Sunday, 00 30, 2014
Watershed Model Schematic ..................................................................................... 1
Hydrograph Return Period Recap ............................................................................. 2
1 - Year
Summary Report......................................................................................................................... 4
Hydrograph Reports................................................................................................................... 6
Hydrograph No. 1, SCS Runoff, Pre Basin 8........................................................................... 6
Hydrograph No. 2, SCS Runoff, Post Basin 8.......................................................................... 7
Hydrograph No. 4, Reservoir, Post- BMP 8............................................................................. 8
Pond Report - WP #8........................................................................................................... 9
Hydrograph No. 6, SCS Runoff, Pre basin 5.......................................................................... 10
Hydrograph No. 7, SCS Runoff, Post basin 5........................................................................ 11
Hydrograph No. 9, Reservoir, Post WP7............................................................................... 12
Pond Report - WP#7.......................................................................................................... 13
Hydrograph No. 11, SCS Runoff, Pre Area 6......................................................................... 14
Hydrograph No. 12, SCS Runoff, Post Area 6....................................................................... 15
Hydrograph No. 14, Reservoir, Post WP#6........................................................................... 16
Pond Report - WP#6.......................................................................................................... 17
Hydrograph No. 16, SCS Runoff, Pre Aree 4......................................................................... 18
Hydrograph No. 17, SCS Runoff, Post area 4........................................................................ 19
Hydrograph No. 18, Reservoir, Post WP 4............................................................................. 20
Pond Report - WP#4.......................................................................................................... 21
Hydrograph No. 20, SCS Runoff, Pre 2................................................................................. 22
Hydrograph No. 21, SCS Runoff, Post Area 2....................................................................... 23
Hydrograph No. 23, Reservoir, Post WP2.............................................................................. 24
Pond Report - WP#2.......................................................................................................... 25
Hydrograph No. 25, SCS Runoff, Pre area 1......................................................................... 26
Hydrograph No. 26, SCS Runoff, Post Area 1....................................................................... 27
Hydrograph No. 28, Reservoir, Post -WP#1.......................................................................... 28
Pond Report - WP#1.......................................................................................................... 29
Hydrograph No. 30, SCS Runoff, Pre area 3......................................................................... 30
Hydrograph No. 31, SCS Runoff, Post Area 3....................................................................... 31
Hydrograph No. 33, Reservoir, Post WP3.............................................................................. 32
Pond Report - WP#3.......................................................................................................... 33
Hydrograph No. 35, SCS Runoff, Pre 5................................................................................. 34
Hydrograph No. 36, SCS Runoff, Post 5................................................................................ 35
Hydrograph No. 38, Reservoir, Post 5 BMP 5........................................................................ 36
Pond Report - WP#5.......................................................................................................... 37
Hydrograph No. 40, Combine, Pre developement................................................................. 38
Hydrograph No. 41, Combine, Post Development................................................................. 39
Hydrograph No. 43, Combine, Pre 8 and 5............................................................................ 40
Hydrograph No. 44, Combine, Post 8 and 5.......................................................................... 41
Hydrograph No. 46, Combine, Pre Total................................................................................ 42
Hydrograph No. 47, Combine, Post Total.............................................................................. 43
10 - Year
Summary Report....................................................................................................................... 44
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
Contents continued...
Stillwater 11 20 2014.gpw
Hydrograph Reports.................................................................................................................
Hydrograph No. 1, SCS Runoff, Pre Basin 8.........................................................................
Hydrograph No. 2, SCS Runoff, Post Basin 8........................................................................
Hydrograph No. 4, Reservoir, Post- BMP 8...........................................................................
Hydrograph No. 6, SCS Runoff, Pre basin 5..........................................................................
Hydrograph No. 7, SCS Runoff, Post basin 5........................................................................
Hydrograph No. 9, Reservoir, Post WP7...............................................................................
Hydrograph No. 11, SCS Runoff, Pre Area 6.........................................................................
Hydrograph No. 12, SCS Runoff, Post Area 6.......................................................................
Hydrograph No. 14, Reservoir, Post WP#6...........................................................................
Hydrograph No. 16, SCS Runoff, Pre Aree 4.........................................................................
Hydrograph No. 17, SCS Runoff, Post area 4........................................................................
Hydrograph No. 18, Reservoir, Post WP 4.............................................................................
Hydrograph No. 20, SCS Runoff, Pre 2.................................................................................
Hydrograph No. 21, SCS Runoff, Post Area 2.......................................................................
Hydrograph No. 23, Reservoir, Post WP2..............................................................................
Hydrograph No. 25, SCS Runoff, Pre area 1.........................................................................
Hydrograph No. 26, SCS Runoff, Post Area 1.......................................................................
Hydrograph No. 28, Reservoir, Post -WP#1..........................................................................
Hydrograph No. 30, SCS Runoff, Pre area 3.........................................................................
Hydrograph No. 31, SCS Runoff, Post Area 3.......................................................................
Hydrograph No. 33, Reservoir, Post WP3..............................................................................
Hydrograph No. 35, SCS Runoff, Pre 5.................................................................................
Hydrograph No. 36, SCS Runoff, Post 5................................................................................
Hydrograph No. 38, Reservoir, Post 5 BMP 5........................................................................
Hydrograph No. 40, Combine, Pre developement.................................................................
Hydrograph No. 41, Combine, Post Development.................................................................
Hydrograph No. 43, Combine, Pre 8 and 5............................................................................
Hydrograph No. 44, Combine, Post 8 and 5..........................................................................
Hydrograph No. 46, Combine, Pre Total................................................................................
Hydrograph No. 47, Combine, Post Total..............................................................................
46
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
25 - Year
Summary Report.......................................................................................................................
Hydrograph Reports.................................................................................................................
Hydrograph No. 1, SCS Runoff, Pre Basin 8.........................................................................
Hydrograph No. 2, SCS Runoff, Post Basin 8........................................................................
Hydrograph No. 4, Reservoir, Post- BMP 8...........................................................................
Hydrograph No. 6, SCS Runoff, Pre basin 5..........................................................................
Hydrograph No. 7, SCS Runoff, Post basin 5........................................................................
Hydrograph No. 9, Reservoir, Post WP7...............................................................................
Hydrograph No. 11, SCS Runoff, Pre Area 6.........................................................................
Hydrograph No. 12, SCS Runoff, Post Area 6.......................................................................
Hydrograph No. 14, Reservoir, Post WP#6...........................................................................
Hydrograph No. 16, SCS Runoff, Pre Aree 4.........................................................................
Hydrograph No. 17, SCS Runoff, Post area 4........................................................................
Hydrograph No. 18, Reservoir, Post WP 4.............................................................................
Hydrograph No. 20, SCS Runoff, Pre 2.................................................................................
Hydrograph No. 21, SCS Runoff, Post Area 2.......................................................................
Hydrograph No. 23, Reservoir, Post WP2..............................................................................
Hydrograph No. 25, SCS Runoff, Pre area 1.........................................................................
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)
76
78
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
Contents continued...
Stillwater 11 20 2014.gpw
Hydrograph No. 26, SCS Runoff, Post Area 1....................................................................... 94
Hydrograph No. 28, Reservoir, Post -WP#1.......................................................................... 95
Hydrograph No. 30, SCS Runoff, Pre area 3......................................................................... 96
Hydrograph No. 31, SCS Runoff, Post Area 3....................................................................... 97
Hydrograph No. 33, Reservoir, Post WP3.............................................................................. 98
Hydrograph No. 35, SCS Runoff, Pre 5................................................................................. 99
Hydrograph No. 36, SCS Runoff, Post 5.............................................................................. 100
Hydrograph No. 38, Reservoir, Post 5 BMP 5...................................................................... 101
Hydrograph No. 40, Combine, Pre developement............................................................... 102
Hydrograph No. 41, Combine, Post Development............................................................... 103
Hydrograph No. 43, Combine, Pre 8 and 5.......................................................................... 104
Hydrograph No. 44, Combine, Post 8 and 5........................................................................ 105
Hydrograph No. 46, Combine, Pre Total.............................................................................. 106
Hydrograph No. 47, Combine, Post Total............................................................................ 107
You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)