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2015-10-06_PERMIT FILE - C1981019A (5)
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2015-10-06_PERMIT FILE - C1981019A (5)
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Entry Properties
Last modified
8/15/2017 9:56:15 AM
Creation date
1/6/2016 9:31:42 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981019A
IBM Index Class Name
Permit File
Doc Date
10/6/2015
Doc Name
Collom Access Road Culverts
Section_Exhibit Name
Volume 20 Exhibit 24 Item 1
Media Type
D
Archive
Yes
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Figure 4 - Nomograph for Jubb Creek Culvert <br />FHWA HEC 5 <br />IF 428 Inlet conbol nomograph for corrugated steel Pipe culverts. The manu- <br />facturers recommended keeping HW1D to a maximum of 1.5 and preferably to no <br />more than 1.0. <br />Exh. 24-1-6 Revision Date: 09/21/15 <br />Revision No.: TR -106 <br />ISO- <br />10,000 <br />144 <br />.0,000 LOSS COEFFICIENT KB i j? <br />• 136 <br />4,000 FOR VARIOUS ENTRANCE (2) <br />144 <br />5,00p TYPES <br />6. <br />(3) <br />4,000 "w <br />SCALE <br />ENTRANCE <br />COEPFIGiENT <br />5. <br />6' <br />132 <br />TYPE <br />120 <br />ll) <br />INadwolf, sq. edge; or End <br />Section coeforerip to fill <br />0.5 <br />8. <br />�- <br />- <br />-ss <br />2,000 <br />slope <br />toe ' <br />(2) <br />=dtoconformtosio a <br />0.7 <br />4. <br />}C <br />(3) <br />Projecting from fill <br />0.9 <br />3. <br />4. <br />84 3 <br />1,000 <br />3 <br />Soo To use scale (2) at (3} protect <br />3' <br />44 <br />horizonto�1yy <br />600 thim <br />use 1=19 t n i ed rine thto scale rough <br />2. <br />Soo 0 and Q scales, or reverse as <br />72 <br />400 illustrated. <br />2• <br />u <br />300 <br />2. <br />o <br />1.5 <br />to <br />200 = <br />_ <br />^ <br />54 q-191 <br />w <br />a <br />C <br />�f � (p (3 C- <br />1.5 <br />1.5 <br />CTg <br />too E <br />- <br />Cis <br />90 A <br />p <br />O <br />t <br />60 <br />m <br />42 <br />m <br />30 ` --� �_ f <br />1.0 <br />- <br />1.0 <br />- - 10 <br />ro <br />40 EXAMPLE <br />1.0 <br />e <br />36 <br />30 Oram.(011■48in.e 4ft <br />0= 701t3/64c <br />33 <br />20 -------_---_ <br />0.9 <br />30 <br />Scale w HW L <br />0.8 <br />0.8 <br />o <br />27 <br />_`- <br />(i) 1.0 Y Lofr <br />- <br />0.8 <br />10 (2) 1.0 4.0 <br />4 (3) 1.1 4.4 <br />0.7 <br />0.7 <br />24 <br />4 <br />0.7 <br />21 <br />4 <br />0.6 <br />0.6 <br />3 <br />P <br />I4 <br />0.6 <br />N <br />2 <br />10.5 <br />15 <br />' <br />O.S <br />112 <br />1,0 <br />HEADWATER DEPTH FOR <br />CORRUGATED STEEL PIPE CULVERTS <br />WITH INLET CONTROL <br />FHWA HEC 5 <br />IF 428 Inlet conbol nomograph for corrugated steel Pipe culverts. The manu- <br />facturers recommended keeping HW1D to a maximum of 1.5 and preferably to no <br />more than 1.0. <br />Exh. 24-1-6 Revision Date: 09/21/15 <br />Revision No.: TR -106 <br />
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