2015-09-18_REVISION - M1980183

• Permit No: M1980183
• IBM Index Class Name: REVISION
• Doc Date: 9/18/2015
• Doc Name: Water Resource AM02
• From: Brannan Sand and Gravel and Applegate Group
• To: DRMS
• Type & Sequence: AM2
• Email Name: TOD
• Media Type: D
• Archive: No

Applegate
Wave Runup
FY
Design Wave Height
HS (FY)
Group, I...
Job Name:
Pit 29
1490 W. 121st Ave. Suite 100 Calculation for prevailing
Job No.:
10-116
Denver, Co. 80234 Wind direction trom south
By:
TH
Phone: [phone]
Date:
9/17/2015
Fax: [phone]
Project:
0.45
0.45
Client:
Brannan
Input Variables:
Upstream Slope: 18.4 (Angle of Slope) Input Variables in the
Effective Fetch: 0.40 (Reservoir Fetch in Miles) Blue Boxes
Specific Weight: 152.3 (Specific Weight of Rock (lb/ft))
Specific Gravity: 2.65 (Specific Gravity of Rock)
Wind Velocity
Mi/Hr
Wave Runup
FY
Design Wave Height
HS (FY)
Weight of Riprap
W50 (lbs)
Maximum Riprap SizeMinimum
Wm.. (lbs)
Riprap Size
TWm, (lbs)
Riprap Thickness
(in)
Riprap Diameter
(in)
iU
0.21
0.19
0.02
0.07
0.00
0.98
0.53
20
0.45
0.45
0.23
0.92
0.03
2.30
1.25
30
0.70
0.73
1.02
4.10
0.13
3.78
2.06
40
P
1.05
2.96
11.84
0.37
5.38
2.93
50
1.38
6.74
26.97
0.84
7.08
3.86
60
1.49
1.72
13.21
52.86
1.65
8.86
4.83
70
1.75
2.08
23.34
93.35
2.92
10.71
5.83
80
2.03
2.45
38.20
152.80
4.77
12.62
6.88
90
2.30
2.84
58.99
235.98
7.37
14.58
7.95
100
2.57
3.23
87.03
348.11
10.88
16.60
9.05
110
2.85
3.63
123.71
494.83
15.46
18.66
10.17
120
' ' -
4.04
170.54
682.17
21.32
20.77
11.32
130
4.46
229.14
916.57
28.64
22.91
12.49
140
3.69
4.88
301.21
1204.84
37.65
1 25.10
13.69
In
3.98
15.32
388.54
1554.15
48.57
27.32
14.90
and prevailing wind dire, ,d on NOAA Climatic Wind Data for th -c, Denver station
*Wave Runup sourced from USBR ACER TM NO.2
*Riprap sourced from Design Standards NO. 13: Embankment Dams Chapter 7 Riprap Slope Protection
*Weight of Riprap (Wso) where 50% is smaller for Tollerable Damage
*W_ = 100% of the rock in the riprap is smaller
* Wmin = Approx. 5% of the rock in the riprap is smaller