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2015-06-09_PERMIT FILE - C1996083A (5)
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2015-06-09_PERMIT FILE - C1996083A (5)
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Last modified
8/24/2016 6:01:36 PM
Creation date
7/9/2015 12:49:47 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1996083A
IBM Index Class Name
Permit File
Doc Date
6/9/2015
Doc Name
Pages EXH 8-1 to EXH 8-97
Section_Exhibit Name
Volume III Exhibit 08 Protection of The Hydrologic Balance
Media Type
D
Archive
Yes
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SEDCAD 4.0 <br />(,-wo <br />Culvert C-16 <br />Culvert Inputs: <br />Max. [Entrance <br />Length (ft) Slope Manning's n , -Headwater Tallwater (ft) Loss Coef. <br />(11) - (Ke) <br />20.00 2.00 0.0150 1.75 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter: I - 24 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 8.50 cfs <br />Maximum Headwater = 1.75 ft <br />(BOLD indicates design pipe size) <br />SEDCAD Utility Run <br />1 <br />Printed 10-29-2014 <br />TR-91 Exh. 8-32xxix 10/14 <br />Discharge <br />Discharge <br />Discharge <br />Headwater <br />(cis) <br />(cfs) <br />(ft) <br />_(cfs) <br />21 In) <br />24 In) <br />301n) <br />0.17 <br />0.27 <br />0.31 <br />0.38 <br />0.35 <br />0.77 <br />0.88 <br />1.09 <br />0.52 <br />1.40 <br />1.60 <br />1.99 <br />0.70 <br />2.15 <br />2.45 <br />3.07 <br />0.98 <br />3.00 <br />3.43 <br />4.29 <br />1.05 <br />3.94 <br />4.51 <br />5.63 <br />1.22 <br />4.97 <br />5.68 <br />7.10 <br />1.40 <br />6.07 <br />6.94 <br />8.67 <br />1.57 <br />7.24 <br />8.28 <br />10.35 <br />1.75 <br />8.48 <br />9.79 <br />9.70 <br />11.19 <br />12.12 <br />13.98 <br />1.92 <br />2.10 <br />10.97 <br />12.74 <br />15.93 <br />2.27 <br />12.06 <br />14.37 <br />17.96 <br />2.45 <br />13.05 <br />15.71 <br />20.07 <br />2.62 <br />13.98 <br />17.02 <br />22.26 <br />SEDCAD Utility Run <br />1 <br />Printed 10-29-2014 <br />TR-91 Exh. 8-32xxix 10/14 <br />
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