FLOOD00281

• County: Larimer
• Community: Greeley
• Title: Design Criteria and Construction Specifications volume 2 of 5 Storm Drainage Criteria
• Date: 10/1/1997
• Prepared For: Greeley
• Prepared By: Department of Public Works
• Floodplain - Doc Type: Educational/Technical/Reference Information

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C'l STA D W.S I PIPE A ~ Hv EG Sf AVG L Hf Hb Hj Hm HI TOTAL
. SHAPE, i Sf LOSS
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0 0.00 I 94.50 RND ]2376' 0.D049216.1 145 0.58 100.58 0.0019 0.0019 110 0.21 0.21
< 66 100.00 - - - -
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$; 1.10 I 94.71 66 100.21 RND ! 23.76 0.004921 6.1 145 0.58 100.79 0.0019 0.0019 42.4 0.08 0.12 - - - 0.20
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rTl 1,52.4 94.91 66 100AI RND 23.76 0.004921 6.1 145 0.58 10099 0.0019 0.0019 95.6 0.18 I - - - - 0.18
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- 2+48 95.08 66 100.59 RND 2376 00049216., 145 0.58 101.17 0.0019 : 00019 7.5 0.01 0.15 0.16
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'" 2,55.5 96.08 54 100.04 RND 15.90 000492 9.1 145 129 101.33 0.0054 0.0037 100 1037 - - - - 0.37
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en en 3+55.5 96.90, 54 100AI RND 15.90 ' 0004921 9.1 145 1.29 101.70 0.0054 0.0054 100 0.54 - - 0.06 - 0.61
--jGl 4,555 97.66 54 101.01 RND 15.90 0.00492 91 145 1.29 102.30 0.0054 0.0054 10 0.05 - 0.64 - - 0.69
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P OZ 4,65.5 9 8A 0 48 102.01 RND 12.57 0.00492 8.0 100 0.99 103.00 0.0049 0.0052 100 0.52 - - - - 0.52
OJ :::OfTl 5+65.5 98.89 48 102.52 RND 12.57 OD0492. 8.0 100 0.99 103.51 0.0049 0.0049 10 0.05 - 1.56 - - 1.61
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fTI 5,75.5 100.89 24 104.49 RND 3.14 0.00492 6A 20 0.64 105.12 0.0079 0.0063 100 0.63 - - - - 0.63
en en]> 6,75.5 101.61 24 105.13 RND 3.14 0.00492 6A 20 ; 0.64 105.76 0.0079 0.0078
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AJfTl Sf = a Hv TOTAL FRICTION LOSS = 2.64
enT] - TOTAL FORM LOSS = 2.54
0 R 1.33
AJ 2g(n2 )
a =
221
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l> NOTE:
r SEE FIGURE 6-4 AND 6-5
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