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Input Variables: <br />Upstream Slope: 1T.4 (Angle of Slope) Input Variables in the <br />Effective Fetch: 0.20 (Reservoir Fetch in Miles) Blue Boxes <br />Specific Weight: 152.3 (Specific Weight of Rock (Ib/ft)) <br />Specific Gravity: 2.65 (Specific Gravity of Rock) <br />Wind Velocity <br />Mi/Hr <br />Wave Runup <br />Ft <br />Design Wave Height <br />HS (Ft) <br />rApplegate <br />Group, Inc. <br />Job Name: <br />Pit 29 <br />1490 W. 121st Ave. Suite 100 Calculation for gusts <br />Job No.: <br />10-116 <br />Denver, Co. 80234 Wind direction trom west <br />By: <br />TH <br />Phone: (303) 452-6611 <br />Date: <br />9/17/2015 <br />Fax: (303)452-2759 <br />Project: <br />0.31 <br />0.32 <br />Client: <br />Brannan <br />Input Variables: <br />Upstream Slope: 1T.4 (Angle of Slope) Input Variables in the <br />Effective Fetch: 0.20 (Reservoir Fetch in Miles) Blue Boxes <br />Specific Weight: 152.3 (Specific Weight of Rock (Ib/ft)) <br />Specific Gravity: 2.65 (Specific Gravity of Rock) <br />Wind Velocity <br />Mi/Hr <br />Wave Runup <br />Ft <br />Design Wave Height <br />HS (Ft) <br />Weight of Riprap <br />W50 (lbs) <br />Maximum Riprap Size <br />Wmax (Ibs) <br />Minimum Riprap Size <br />Wm;n (lbs) <br />Riprap Thickness <br />(in) <br />Riprap Diameter <br />(in) <br />_C' <br />114 <br />0.13 <br />0.01 <br />U.03 <br />100 <br />0.69 <br />0.38 <br />20 <br />0.31 <br />0.32 <br />0.08 <br />0.32 <br />J.01 <br />1.63 <br />0.88 <br />30 <br />0.48 <br />0.52 <br />0.36 <br />1.45 <br />0.05 <br />2.67 <br />1.46 <br />40 <br />0.65 <br />0.74 <br />1.05 <br />4.19 <br />0.13 <br />3.81 <br />2.07 <br />50 <br />0.8.7 <br />0.97 <br />2.38 <br />9.54 <br />0.30 <br />5.01 <br />2.73 <br />60 <br />1.22 <br />4.67 <br />18.69 <br />0.58 <br />6.27 <br />3.41 <br />70 <br />1.1S <br />1.47 <br />8.25 <br />33.01 <br />1.03 <br />7.58 <br />4.13 <br />80 <br />1.37 <br />1.73 <br />13.51 <br />54.02 <br />1.69 <br />8.93 <br />4.86 <br />90 <br />1.56 <br />2.01 <br />20.86 <br />83.43 <br />2.61 <br />10.32 <br />5.62 <br />100 <br />2.28 <br />30.77 <br />123.08 <br />3.85 <br />11.74 <br />6.40 <br />110 <br />_.9_' <br />2.57 <br />43.74 <br />174.95 <br />5.47 <br />13.20 <br />7.19 <br />120 <br />2.12 <br />2.86 <br />60.30 <br />241.18 <br />7.54 <br />14.69 <br />8.01 <br />130 <br />2.31 <br />3.15 <br />81.01 <br />324.06 <br />10.13 <br />16.21 <br />8.83 <br />140 <br />2.50 <br />3.45 <br />106.49 <br />425.97 <br />13.31 <br />17.75 1 <br />9.68 <br />150 <br />2.69 <br />3.76 <br />137.37 <br />549.47 <br />17.17 <br />19.32 110.53 <br />- "'jd gust �-.ung Wing Data I,� +, Denver L -m i <br />*Wave Runup sourced from USBR ACER TM N0.2 <br />*Riprap sourced from Design Standards N0. 13: Embankment Dams Chapter 7 Riprap Slope Protection <br />*Weight of Riprap (Wso) where 50% is smaller for Tollerable Damage <br />*W-= 100% of the rock in the riprap is smaller <br />*Wmj, = Approx. 5% of the rock in the riprap is smaller <br />