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SDP200500022 Inlet Computation 2013-10-30
INLET COMPUTATION- 10 Year Storm Event PROJECT: Avon Park - ROUDABUSH,GALE&ASSOCIATES,INC. SECTION: ENGINEERS,SURVEYORS AND LAND PLANNERS . DESIGNER: ccm 914 MONTICELLO ROAD-CHARLOTESVILLE,VIRGINIA 22902 Phone:(434)977-0205-Fax:(434)296-5220-EMAIL INFO@ROUDABUSH.COM Date:;'1012812.0:113: NAME: AVori:P.ahc :::::::::: Job#::;8188: h=0.39'-typeA-nose L'OC(4E:DPPPEg$1061_::';'::;:;:;:;::AINi1E. h=0.46'-typeB-nose INLET L STATION DA DA C C CA To CA INTENSITY .Qiner Qeo Qt GUTTER S GUTTER Sx CROSS GUTR W WIT Sw Sw/Sx Eo a Sw'= Se(ftlft)= Lt(#15)(ft) L/Lt GUTR FLOW E(#16) h Qi(eap) Qi depth/h Qb T SPREAD REMARKS GUTR GUTR (min) GUTR (inlhr) CFS CFS FLOW SLOPE SLOPE SPREAD (FT) FT/FT a/(12`W) Sx+Sw"Eo Peff LENGTH DEPTH (ft) SAG GRADE FT CARRYOVER AT SAG(ft) D-2::E:112 0 '•::0:08E0.06 Q85-0.85 0.1 .:::5:; 0-05 6.7 0.34 ::'3$2:1: 4.26 : 0 04::::: 0.0223 ::Ei48::::::::2:::: 0.4167 0.0833 3.7 0'88 1.5 0.061 0.096 7.4 1.6 0.23 :::0 4.0. 1.17 0.24 ::::G00i::: :NoBy-Pass 683 :::0.!E6::: 1. 9 ::::9 6::::: 3:::::1: 0 :::iii)i]•: 11 0 8 8 0.0325 ::i4 3l:::'•::2'•:' 0.4683 0.0833 2.6 0 90 1.2 0.051 0.107 25.4 0.5 0.24 0. 1 0.27 9 2. E ,.I,.. 1.16 t1;7f) .7!} 5 ' 0. 1 6.7 5.13 5.41 :::0 Q? ,. ;•;••• ;•. •• • 6s 21 0 619 1.18 0.2 :::$:9 :::28 9 0.4 0. 7::D=:E7iE: ::0: 85 0 0.8 :::5:' 0.7 6 5 0 510 08E::: 0.02 ::::i.1:3:::::::: :::: 0.4706 0.0833 4.2 0 1.5 0.063 0.096 i:0#.. 2 E20 :::: EEE:fEEBi.....•.•94; :aD 0 85 7 .7 .1 Q ..2•... 94 000 46::: 1. 8 030 •ass 0.8 0.24 1. ::tl 4 7 :PJoB'�a ::: • 0 2 0 0833 2 0 0 0 88 15.6 :':06E1'''..,.,..E2 0 1344 Q.A4 t1 rtT• EE.:7.>} 0.3 ::::5 0.31 6.7 2.05 ::395: 6.00 :::tl 033:: 0.0197 :::5:$ ;:::2:... .34 2 4. $2 1.5 64 .0 Y•...•, s 0.64 O/o-:`a 37 8 :.SQ o-GfatC: x::::: A 0i3 3$ 1. 1 1.80 5.0 9 00 : 9.00 :' p9:'':E'•i :i}••0 4.5 33. 0 0 ^ '' 0. 7 Ef0if10 : :dJo- raze :i0:� sici.:ib 045 Od 0.1 :::1: : 00 50 03 0 24�s2::::4;0€ ra 2. 7 4 34 :5:001:33:: ::::2:::: Note: All Curb Inlets are in weir flow;i.e.capacity not affected by inlet depression unless depth exceeds depth of weir. INLET COMPUTATION- 100 Year Storm Event PROJECT: Avon Park ROUDABUSH,GALE&ASSOCIATES,INC. SECTION: ENGINEERS,SURVEYORS AND LAND PLANNERS DESIGNER: corn 914 MONTICELLO ROAD-CHARLOTESVILLE,VIRGINIA 22902 Phone:(434)977-0205-Fax:(434)296-5220-EMAIL INFO@ROUDABUSH.COM Date::1OI28120:13i NAME: Avoii:Porli:::::::: Job#: :8188: h=0.39'-type A-nose 1:404E DEPRESSION::::::::::: :tO INOHEE h=0.464ype B-nose INLET L STATION DA DA C C CA Te CA INTENSITY Qiner Cleo Qt GUTTER S GUTTER Sx CROSS GUTR W WIT Sw Sw/Sx Eo a Sw'= Se(ftlft)= Lt(#15)(ft) L/Lt GUTR FLOW E(#16) h Qi(cap) Qi depth l h Qb T SPREAD REMARKS GUTR • GUTR (min) GUTR (inlhr) CFS CFS FLOW SLOPE SLOPE SPREAD (FT) FT/FT al(12'W) Sx+SW Eo Peff LENGTH DEPTH (ft) SAG GRADE FT CARRYOVER AT SAG(ft) :::: -::::::•1 :0 ''::0 06:::0..06• 0.85 0-5 0.1 ::::5: '0.05 8.8 0.45 ::i5:14:: 5.58 :iii:0 t14:::: 0.0223 ::::5•3:::::::2:::: 0.3765 0.0833 3.7 0;85 1.5 0.061 0.093 8.4 1.4 0.24 ::4 46`.:: 1.55 0.29 is i;i 0;01J: : :NR9y$_a¢S 05 0 28 7 0.4 0.26 0.623 : : 6::: 1.58 0.33 :'t7::::: ':::7: ::: • 7 • 0 8 :::5: 0.81 8 8 6 75 7.12 0.0325 ::::4 7:::::€::::: 0.4227 0.0833 2.6 g 1.2 0. 1 0.1 7 5..... D312U EEEEEE.....,.E4...1.16 0. Q70 EIQ07E.. 2_... 89 D,4..... 0 0 0 2 0 560 : 1.57 .33 : :5i'E4:::::::T1=4 f.•.:12:fJ :0 00.Q.90 0 65 El.85 0.8 ::::$: 0.77 8.8 6.70 6.70 :.tl.08G:: 0.02 : 47:::::E:2:::: 0.4248 0.0833 4.2 0:89 1.5 0.063 0.094 32.8 .4 .2 tl.4&,: ::0:Q'::::: 2 3 0.36 D. :'.o'.......„06 0 3 8 0.7 0.25 1.000 :::04 ::: 7:��•:�'I::::::: :0 ::: +34�:: .'• 0 .' :70 0.3 �:�: : 0 31 8 8 2 70 :::5 :E 7 87 :::0� �:: 0.019 ::: 0.3091 0.0833 4.2 I$ 1.5 0. 4 .08 1 .1 ;.,�........?2.. ...:::'::EIEIEi: ::..4..... {T44 . ili.7Q 4?,... •.$.. .•.•.17. ... 433:.. 7 :::�$ :�::;2:.. D:.... ....G.. ...4... .N..Sy�. ii .1r5 e: ii :::�jC1 ::::4i0: ::' :4.00::'�'••fl 045 OLD 8 ":�1:•:• 180 6.5 11.78 : 11.78 :::OOa33:: 0.0208 ::::$3:: : 0.24 0.0833 4.0 8.34 0.77 :::Sd 1 rate 0 5 00 65 0 0 0.0208 0.8208 00833 4.0 0.31 0 09 : :000::::: :::50°:' 'e: ?CZ �E1i iiii[ii:iiiii?�: ... 10.::alb Ol!.�3.4$ 0.1 .i32 . 7 .44 : .44 :::G tl333. .::24::::.: 2:.. ......... ...../.GrtR.. Note: ill Curb Inlets are in weir flow;i.e.capacity not affected by inlet depression unless depth exceeds depth of weir. 3; �pyTH O4 G .�� i ".--, ,,•,/:ty-.- 6 •U STO R.. . LL .e`40 II Lic.No.31672 "4 59 N ;L