FLOOD09931

• County: Statewide
• Community: Urbanizing Areas of Colorado
• Basin: Statewide
• Title: A Guide for Erosion & Sediment Control in Urbanizing Areas of Colorado
• Date: 1/1/1973
• Prepared For: State of Colorado
• Prepared By: USDA Soil Conservation Service
• Floodplain - Doc Type: Educational/Technical/Reference Information

..,.
...

Q

V1 = 2.0

T D V2

21 1.4 1.4
28 1.4 1.4
35 1.4 1.4
42 1.4 1.4
49 1.4 1.4
56 1.4 1.4
63 1.4 1.4
70 1.4 1.4
76 1.4 1.5
83 1.4 1.5
90 1.4 1.5
97 1.4 1.5

cfs

15
20
25
30
35
40
45
50
55
60
65
70
75
80
90
100
110
120
130
140
150
160
170
180
190
200
220
240
260
280
300

V1 Based on Permissible Velocity of the Soil With Retardance "~'

Top Width, Depth & V2 Based on Retardance "C" Grade = 1.5%

V1 = 2.5

T D V2

14 1.6 1.9
18 1.5 1.9
23 1.5 1.9
27 1.5 1.9
32 1.5 2.0
36 1.5 2.0
411.5 2.0
45 1.5 2.0
50 1.5 2.0
54 1.5 2.0
58 1.5 2.0
63 1.5 2.0
67 1.5 2.0
72 1.5 2.0
80 1.5 2.0
89 1.5 2.0
98 1.5 2.0

V1 = 3.0
T D V2

12 1. 7 2.5
15 1.72.6
18 1.7 2.6
21 1.6 2.6
24 1.6 2.6
27 1.6 2.6
30 1.6 2.7
33 1. 6 2.7
351.62.7
38 1.6 2.7
411.62.7
441.62.7
47 1.6 2.7
53 1.6 2.7
591.62.7
64 1.62.7
701.62.7
76 1.62.7
82 1.6 2.7
87 1. 6 2.7
93 1.62.7
99 1. 6 2.7

T = Top width, Retardance "C"
D = Depth, Relfurdance "C"
V2 = Velocity, Retardance "C"
V1 = Velocity, Retardance ,,~,
(Settlement to be added to
top of ridge.)

V1 = 3.5
T D V2

10 1.9 3.2
12 1.8 3.2
14 1.8 3.3
16 1.83.3
18 1.8 3.4
20 1.8 3.4
22 1.8 3.4
24 1.8 3,4
26 1.8 3.4
28 1.83.4
30 1.8 3.4
32 1.8 3.4
36 1.8 3.5
39 1.8 3.5
43 1.8 3.5
47 1.8 3.5
51 1.8 3.5
55 1. 8 3. 5
59 1.8 3.5
63 1.8 3.5
67 1.8 3.5
70 1.8 3.5
74 1.8 3.5
78 1.8 3.5
86 1. 8 3.5
93 1. 8 3.5

V1 = 4.0
T D V2

10 2.0 3.6
11 1.9 3.7
13 1.93.7
15 1. 9 3.8
16 1.9 3.9
18 1.9 3.9
19 1.9 3.9
21 1.93.9
22 1.9 3.9
24 1. 9 3. 9
26 1. 9 3.9
29 1.9 3.9
32 1. 9 3.9
35 1.93.9
38 1.94.0
41 1.94.0
44 1.9 4.0
47 1.94.0
51 1.9 4.0
54 1.9 4.0
57 1.9 4.0
60 1.9 4.0
63 1.94.0
69 1.9 4.0
75 1.94.0
82 1.94.0
88 1.94.0
94 1.9 4.0

V1 = 4.5
T D V2

10 2.1 4.1
11 2.1 4.2
12 2.0 4.3
13 2.0 4.3
14 2.0 4.3
16 2.0 4.4
17 2.0 4.4
18 2.0 4.4
19 2.0 4.4
212.04.4
23 2.0 4.4
26 2.0 4.5
28 2.0 4.5
31 2.0 4.5
33 2.0 4.5
36 2.0 4.5
39 2.0 4.5
41 2.0 4.5
44 2.0 4.5
46 2.0 4.5
49 2.0 4.5
51 2.0 4.5
56 2.0 4.5
61 2.0 4.5
66 2.0 4.5
71 2.0 4.5
76 2.0 4.5

V1 = 5.0
T D V2

10 2.3 4.8
11 2.3 4.9
12 2.3 4.9
13 2.2 5.0
14 2.2 5.0
15 2.2 5.0
16 2.2 5.0
18 2.2 5.0
202.2 5.0
22 2 .'2 5.0
24 2.2 5.0
26 2.2 5.0
27 2.2 5.0
29 2.2 5.0
31 2.2 5.0
33 2.2 5.0
35 2.2 5.0
37 2.2 5.0
39 2.2 5.0
43 2.2 5.0
47 2.2 5.0
51 2.2 5.0
54 2.2 5.0
58 2.2 5.0

Parabolic diversion design chart (Sheet 5 of 6)

V1 = 5.5
T D V2

10 2.4 5.2
11 2.4 5.3
12 2.4 5.4
12 2.4 5.4
13 2.4 5.4
15 2.4 5.4
17 2.4 5.4
18 2.3 5.5
20 2.3 5.5
21 2.3 5.5
23 2.3 5.5
25 2.3 5.5
26 2.3 5.5
282.3 5.5
292.3 5.5
31 2.3 5.5
33 2.3 5.5
36 2.3 5.5
39 2.3 5.5
42 2.3 5.5
46 2.3 5.5
492.3 5.5

V1 = 6.0
T D V2

10 2.6 5.6 ~
11 2.6 5.6 e:
12 2.5 5.8 g:
13 2.5 5.9'"
14 2.5 6.0
15 2.5 6.0
17 2.5 6.0
18 2.5 6.0
19 2.5 6.0
21 2.5 6.0
22 2.5 6.0
23 2.5 6.0
25 2.5 6.0
26 2.5 6.0
272.5 6.0
30 2. 5 6.0
33 2.5 6.0
35 2.5 6.0
38 2.5 6.0
41 2.5 6.0