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SW3230601_Design Calculations_20231127
8/14/23,4:03 PM ECMDS 7.0 AMERICAN North American Green 5401 St. Wendel-Cynthiana Rd. Poseyville, Indiana 47633 GREEN Tel. 800.772.2040 >Fax 812.867.0247 www.nagreen.com ECMDS v7.0 SPILLWAY ANALYSIS >>>Emergency SCM Grassed Spillway. Name Emergency SCM Grassed Spillway Discharge 18 Peak Flow Period 0.5 Channel Slope 0.02 Channel Bottom Width 20 Low Flow Liner Retardence Class D 2-6 in Vegetation Type Bunch Type Vegetation Density Very Good 80-95% Soil Type Clay Loam(CL) SC150 Normal Permissible Calculated Safety Staple Phase Reach Discharge Velocity Remarks Depth Mannings N Shear Stress Shear Stress Factor Pattern SC150 Straight 18 cfs 2.4 ft/s 0.37 ft 0.044 2 lbs/ft2 0.46 Ibs/ft2 4.35 STABLE D Unvegetated Underlying Straight 18 cfs 2.4 ft/s 0.37 ft 0.044 2.18 lbs/ft2 0.45 lbs/ft2 4.9 STABLE D Substrate Unreinforced Vegetation - Class D - Bunch Type - Very Good 80-95% Normal Permissible Calculated Safety Staple Phase Reach Discharge Velocity Remarks Depth Mannings N Shear Stress Shear Stress Factor Pattern Unreinforced Straight 18 cfs 2.42 ft/s 0.37 ft 0.043 4 lbs/ft2 0.46 lbs/ft2 8.77 STABLE -- Vegetation Underlying Straight 18 cfs 2.42 ft/s 0.37 ft 0.043 4.24 lbs/ft2 0.44 lbs/ft2 9.61 STABLE -- Substrate WI .••% N CARP ego 'Po, • 9 o�� � � H 'I ." .cu a - n: • it �' • iliZ • . a v %.4 L.e Q► O . "�,gI 'ID 11 E�``0,•••. https://ecmds.com/project/157608/spillway-analysis/250160/show 1/1 8/14/23,3:58 PM ECMDS 7.0 NORTH North American Green 5401 St. Wendel-Cynthiana Rd. AMERICAN Poseyville, Indiana 47633 GREEN Tel. 800.772.2040 >Fax 812.867.0247 www.nagreen.com ECMDS v7.0 CHANNEL ANALYSIS >>>Emergency SCM Spillway Outlet Ditch Name Emergency SCM Spillway Outlet Ditch Discharge 18 Channel Slope 0.013 Channel Bottom Width 0 Left Side Slope 7 Right Side Slope 3 Low Flow Liner Retardence Class C 6-12 in Vegetation Type Bunch Type Vegetation Density Very Good 80-95% Soil Type Clay Loam(CL) SC150 Normal Permissible Calculated Safety Staple Phase Reach Discharge Velocity Remarks Depth Mannings N Shear Stress Shear Stress Factor Pattern SC150 Straight 18 cfs 2.84 ft/s 1.13 ft 0.04 2 Ibs/ft2 0.91 lbs/ft2 2.19 STABLE D Unvegetated Underlying Straight 18 cfs 2.84 ft/s 1.13 ft 0.04 2.18 lbs/ft2 0.45 Ibs/ft2 4.89 STABLE D Substrate Unreinforced Vegetation Normal Permissible Calculated Safety Staple Phase Reach Discharge Velocity Remarks Depth Mannings N Shear Stress Shear Stress Factor Pattern Unreinforced Straight 18 cfs 2.84 ft/s 1.13 ft 0.04 4 Ibs/ft2 0.91 lbs/ft2 4.38 STABLE -- Vegetation Underlying Straight 18 cfs 2.84 ft/s 1.13 ft 0.04 1.6 Ibs/ft2 0.45 Ibs/ft2 3.58 STABLE -- Substrate https://ecmds.com/project/157608/channel-analysis/250157/show 1/1 8/14/23,3:51 PM ECMDS 7.0 NORTH H North American Green p MERICAN 5401 St. Wendel-Cynthiana Rd. • /�i Poseyville, Indiana 47633 GREEN Tel. 800.772.2040 >Fax 812.867.0247 www.nagreen.com ECMDS v7.0 CHANNEL ANALYSIS >>>Primary SCM Outlet Ditch Name Primary SCM Outlet Ditch Discharge 18 Channel Slope 0.05 Channel Bottom Width 6 Left Side Slope 2 Right Side Slope 2 Low Flow Liner Retardence Class C 6-12 in Vegetation Type Bunch Type Vegetation Density Very Good 80-95% Soil Type Clay Loam(CL) SC150 Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern SC150 Straight 18 cfs 4.84 ft/s 0.53 ft 0.04 2 Ibs/ft2 1.64 Ibs/ft2 1.22 STABLE D Unvegetated Underlying Straight 18 cfs 4.84 ft/s 0.53 ft 0.04 2.18 Ibs/ft2 1.39 lbs/ft2 1.57 STABLE D Substrate Unreinforced Vegetation Phase Reach Discharge Velocity Normal Mannings N Permissible Calculated Safety Remarks Staple Depth Shear Stress Shear Stress Factor Pattern Unreinforced Straight 18 cfs 4.84 ft/s 0.53 ft 0.04 4 lbs/ft2 1.64 lbs/ft2 2.44 STABLE Vegetation Underlying Straight 18 cfs 4.84 ft/s 0.53 ft 0.04 1.6 lbs/ft2 1.39 lbs/ft2 1.15 STABLE -- Substrate https://ecmds.com/project/157608/channel-analysis/250155/show 1/1 Denver Fitness Facility N. NC 16 Business, Denver, NC Lincoln County Pipe Sizing Calculations RE: NC Erosion and Sediment Control Manual SCM Open Weir Box Inlet Pipe (Outflow Pipe) 1. Pipe Number HDPE#10 Given Data: 2. Determine Runoff for 10-Yr. Storm: Drainage Area .1 Ac. C 0.6 Q10 = CIA .43 CFS Intensity (10 Yr.) 7.26"/hr. "TOTAL Q" 18.43 CFS (SCM Direct Flow+ Inlet Pipes#8 	) 3. Determine Pipe Size: Pipe Diameter 18" Dia. Pipe Slope 0.50% Pipe Material HDPE Pipe Denver Fitness Facility N. NC 16 Business, Denver, NC Lincoln County Pipe Sizing Calculations RE: NC Erosion and Sediment Control Manual CMP#1 (Hwy.16 Bus. Entrance Pipe) 1. Pipe Number CMP#1 Given Data: 2. Determine Runoff for 10-Yr. Storm: Drainage Area 0.25 Ac. C 0.6 Q10 = CIA 1.2 CFS Intensity (25 Yr.) 8.02"/hr. 3. Determine Pipe Size: Pipe Diameter 15" Dia. Pipe Slope 1.30% Pipe Material CMP Pipe Catch Basins#1 1. Pipe Number HDPE#1 Given Data: 2. Determine Runoff for 10-Yr. Storm: Drainage Area 0.12 Ac. C 0.9 Q10 = CIA 0.78 CFS Intensity (10 Yr.) 7.26"/hr. 3. Determine Pipe Size: Pipe Diameter 12" Dia. Pipe Slope 0.80% Pipe Material HDPE Pipe Denver Fitness Facility N. NC 16 Business, Denver, NC Lincoln County Pipe Sizing Calculations RE: NC Erosion and Sediment Control Manual Catch Basins#2 1. Pipe Number HDPE#2 Given Data: 2. Determine Runoff for 10-Yr. Storm: Drainage Area 0.11 Ac. C 0.9 Q10 = CIA 0.72 CFS Intensity (10 Yr.) 7.26"/hr. "TOTAL Q" 1.5 CFS 3. Determine Pipe Size: Pipe Diameter 12" Dia. Pipe Slope 0.80% Pipe Material HDPE Pipe Catch Basins#3 1. Pipe Number HDPE#3 Given Data: 2. Determine Runoff for 10-Yr. Storm: Drainage Area 0.14 Ac. C 0.9 Q10 = CIA 0.91 CFS Intensity (10 Yr.) 7.26"/hr. "TOTAL Q" 2.4 CFS 3. Determine Pipe Size: Pipe Diameter 12" Dia. Pipe Slope 0.80% Pipe Material HDPE Pipe Denver Fitness Facility N. NC 16 Business, Denver, NC Lincoln County Pipe Sizing Calculations RE: NC Erosion and Sediment Control Manual Catch Basins#4 1. Pipe Number HDPE#4 Given Data: 2. Determine Runoff for 10-Yr. Storm: Drainage Area 0.01 Ac. C 0.9 Q10 = CIA 0.07 CFS Intensity (10 Yr.) 7.26"/hr. "TOTAL Q" 2.5 CFS 3. Determine Pipe Size: Pipe Diameter 12" Dia. Pipe Slope 0.80% Pipe Material HDPE Pipe Catch Basins#5 1. Pipe Number HDPE#5 Given Data: 2. Determine Runoff for 10-Yr. Storm: Drainage Area 0.13 Ac. C 0.9 Q10 = CIA 0.85 CFS Intensity (10 Yr.) 7.26"/hr. "TOTAL Q" 3.3 CFS 3. Determine Pipe Size: Pipe Diameter 12" Dia. Pipe Slope 0.80% Pipe Material HDPE Pipe Denver Fitness Facility N. NC 16 Business, Denver, NC Lincoln County Pipe Sizing Calculations RE: NC Erosion and Sediment Control Manual Catch Basins#6 1. Pipe Number HDPE#6 Given Data: 2. Determine Runoff for 10-Yr. Storm: Drainage Area 0.12 Ac. C 0.9 Q10 = CIA 0.78 CFS Intensity (10 Yr.) 7.26"/hr. "TOTAL Q" 4.1 CFS 3. Determine Pipe Size: Pipe Diameter 12" Dia. Pipe Slope 1.00% Pipe Material HDPE Pipe Roof Drain Pipe#7 1. Pipe Number HDPE#7 Given Data: 2. Determine Runoff for 10-Yr. Storm: Drainage Area 0.13 Ac. C 0.9 Q10 = CIA 0.85 CFS Intensity (10 Yr.) 7.26"/hr. 3. Determine Pipe Size: Pipe Diameter 12" Dia. Pipe Slope 1.00% Pipe Material HDPE Pipe Denver Fitness Facility N. NC 16 Business, Denver, NC Lincoln County Pipe Sizing Calculations RE: NC Erosion and Sediment Control Manual Roof Drain Pipe#8 1. Pipe Number HDPE#8 Given Data: 2. Determine Runoff for 10-Yr. Storm: Drainage Area 0.18 Ac. C 0.9 Q10 = CIA 1.2 CFS Intensity (10 Yr.) 7.26"/hr. "TOTAL Q" 6.2 CFS 3. Determine Pipe Size: Pipe Diameter 15" Dia. Pipe Slope 1.00% & 3.00% Pipe Material HDPE Pipe Catch Basin #9 1. Pipe Number HDPE#9 Given Data: 2. Determine Runoff for 10-Yr. Storm: Drainage Area 2.7 Ac. C 0.6 Q10 = CIA 11.8 CFS Intensity (10 Yr.) 7.26"/hr. 3. Determine Pipe Size: Pipe Diameter 15" Dia. Pipe Slope 0.70% Pipe Material HDPE Pipe FLO: WITHIN A SYSTEM 1000 —I 900 EXAMPiven dischorge Q= 9.5 c.f.s _ 800 zoo riction factor n= 0.026 lope of 0.0069 per foot 600 Fiameter24 inches and - 500 elocity of 3.0 ft.per second - 400 y following dashed Ilol - 300 = - --.0002 200 :-.0003 r-2 11. �0004 0 E 1 G-:0006 Z =.00080 lo0 -oolo W9C 72 3 80 66 00 20 70 6O Cn so �54 �.003o N ,� Ct 50 (�48 e .0040 0 15 40 ?42 _-006* 4 W 39 ��Qe C Li.. Z ' Z36— r-• W CC S W 2 30— ,(� - 0 7. Q 27— II I Q �..0200 �" Cr r 20 � 2 t _ W 6 y.. e 0300 Q. F- 21 .0400 O W O is i =.osoo 7 0 t. 1� '\4 —.0800 I000 s 'S e I--- 1 `v, 7 W 12 9 '_6 � 10� . 10 5 II 0 4 8— 12 — 4F--jt 1 13 I' 3 614 IZ _ 15 "'� ^ 2 NOMOGRAPH FOR OMPUTING REQUIRED SIZE OF CIRCULAR CORRUGATED METAL PIPE! 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TiteLine may not be available in all diameters listed. • • Figure 21 Discharge Rates for Hancor HI-A'and TiteLine"" 100 , . . ... 1 1 t. , �. .� - ,■t■aI■iis •t mimeo ii I �� 1R 111111 I { - N1RNli�fiIfWii®N iLIMI l�lOiR a��..a. Krama�--: "l,- :. —. t. • . QlSR 11011M li�til�s�Ys'drfa1[1117' fl [IIIi� L111elLI■p,� � � III.I111'.'.c. _ _ , 4° a NOM >. •1s sa.c..�r�a,. ..r ssr.saasa �l®1�1lIlr r llM-_dl: :,;I;IJ'1 . � g® �� NM 1rmat•UtU l.arseaiawrv.i es,im as_.ue Aims •-:ma,' MkI v"..t xa a t�1■>•■r*nwaruxw� sr:au.„vm �a■tttr�+■s �■■altialLlil tlil'4]mtY.a ,^tltt[�ii 30MIMIUM11;,MatMUM YEWla'•=a■^rm.T-u v��i7�1AM[i=!�rC7■ a....ar./1,11 _FiE. -/sx'��' e� a:. l a.:'liana an 41 ..-...,. ,r-r- -.mumr.,...a,.-. ..: rs wNEW. mooeon .....�Q -�' 20 • -as i'Sr A....Sans.w.".a�mss ias �� a..... s._-a_ Qa s.i �Sr- s� a. - _ I a aa.�aaa- mama-. _ i s •ii fl�[1�f1�i_Wr'-1ft.�.••.���m/. A Vamp" V �sat.U.-�W,�] .lsa.f[ a fall aa..a[Ia if .• �llileW U. 11 _ ■�A 7fffffiiiiilll'ia..►-..tln lr8•i�tylt/ Ns �� . ...K2 q la l■ 2 0-^..Nr mat MnaIr 4�..- t■►_.ilt VIM.sa.aU�-�I[paA Qlii. a 7ui. -.ram u.nW At�O Mikean it■J 61=WAY.Il ala an WWI- aN �- dialVital 47 OW--AI Isla tYa t,t1.'. �a�a■a IWIII CIIL ./�■L I OM s NV K.i=4+�fl la MNW WY+1N .Iiaft■rnut' /1iltaWUANN�� = IIt�WMAI'' -1—aWIIIu3.► t'..LIMumNAf,-_,war a -t1�1H[1ut1" EL1 NSW ILIHtIM�,..OLt��7• f J�NStta�.".�[QiOl�i., "NMI 0'"tfaHt P' ■immi.!.an mt.*am f U; ' irk illi3�in!!...,IHUlasoicnimiliamoiU'uR rl12.it.1 ,u> rouum MjII��7.GIOlI i ' • 11E' ; -- .:;fib Y.. t aFi..l.l7..ii.l2r,.lkr salia aan sti.i iti- . m.1 14. . :'.s.‘tiaitr0• s—iz.s.t...I ' r .A'.'.- ;;lfi�iNl0ui1lDi1 Harrtari'rw ��/ " W<M»'' '��r..a.wi2aa..gr ._. ° . °Ir� -ia ' [f " �. Ply' ■ Q� iki—i dma. RFt, ^Ui R'lliaWtttlafi".aitO[an... L 2•.c7111212122 7 iE11i�•.Q t 7'. .:3i IJafal■is two -dal 0;1 sbuall -o'A!<>r!!B all 1 ,�'VI:as��rat!i�s.ol�> M1=1■1 !!!{ tea .411 e/mig 1 • .i MYI� OM - lliia�si`�All 111 E.1f u ne-!.P I Nu ns -�Ia.0lne.. anaia . -.'-�sas�r 11sti s'. i. u -- NM !� .A s,. an -ram Ia it ,�- iL it-ISal�asaJ7Hfu. ruaanw•.tC.nI. • 1 Lima aim: 'II aaa.-4=N 0111SEMCC iaa,rr •. Va _� �" aata a%� aaasrn=:<.u1■alsairvo1eo•inow-�� .- =.........,_ .im ........•• ..oil.im•liim•mm•••••••••••ma=Mr,.iv••••• ••..11 .110mm• Imi•0......,,,NRON `.i sao.ta- Wv Nam mimic yaw::i Eno me v��r�es �-.MIM—.----M—=:--.."..- - ,:- --:,-.- ....7-7' Itt. .-: * :•.:.,r :'''"I'..aaar�.as- ----•-• - U.. �.!!■7-1Am'ln.. as nsa l d�p�lf0�-s ,,imam"Mg i_ -��ananM.".5 -/!!Zr t. • — aarS____ :w�Isr�aa�_-aa>� l�►�its�anL'..-ate �rr� � -- - ■�iiI.�wl _iiiiiiiIIIwi•R-TEMIE ■r�"� ,� • . . ■iir� l�li11/ ® inMU - Film else i13'S 111111 `minimMflp um-- 4A u'ii6!!8 11411=s��s,a�,�.!!v.2lt>�tlil�l� llllllp�#le{sr 1 H.'w a wlr .ey�� ea - it� as +i1.V.e.a.00r=is.sal+'A�rl..azta=,,w.... ew fi0� h is O�i�.it ■ I I.fMa.fall.-a IWi O-.�i MOIL L 1•.lOfa.' '0.1.41112111112111112221122191214222 ____ .W aals.aas-�■tJ WWIII�1 MP -wwaati■tare WWII r--‘) — �ar� IINltili lt--stt.>�l.11M MOW-M' 0.T �n-sill r `rAll....111.--dallifiri ii . ii3w l�i�w� ON - O t tally �m � •—Min --- _ ass �ia��� _� _== :-- v S tltaalflt7ita■/� w �� .-.t... ���.-` :iiur 03 ,a ssses :oi � ---__ __ tr. .. -1• • wr■stri —�- t IMMO si—r----- 0.1�. • .. .11111111.111 • lilieire�ls>t111•i =1 111 •TIii!i !1 ! -' I:, 1 `• 0.01 0.02 thir, 04 0.0E 0.1 03 02 0.4 02 '14 - 1.0 10.0 CONDUIT SLOPE(%) • NOTE: Based on a design Manning"n"of 0.010. • TiteLine may not be available In all diameters listed. 1D PE it Z- L?v''-- 4 S% viPET Figure 2-1 Discharge Rates for Rancor HI-frand TitsLine"' 100 ar — :MIMMI Mil 111.1r00015. 11.11 IN �fl liNt _l.1 �Ms�NQ nAlli i� 60 awes munai eanni"r di=19!n tail 71:r_iZYUYQtP.7.4" �rt1W1 60 NM aNiii!l ..?!�e,lalF �!$� ��#WWI!.' rian it..............v. �.,., :.�....�:..� fa..wmarA .`tom. .�.O IJRtO.•- �' ■[• .Ia.iJ..-1s1��>>"_17 Y>X��f�1�"� siP ti.. ..:.; i I � i i n -n =:( ''� .. �ii :al-. ih 1 _ai_ 'ram _ ry, 6pAy / ■t'f1pl�f,W�t ■:;.i..Y.l �tJf�l�r.1 [st� if1w/Qi�O{��..ta� �` y/•��� tt.y� mgEmpi. -AN .._.1�. _,.. • _A=ll drampi_Yflf•aJ•-:..>v111B Oia..fl1. -�ii —Ipsi(r�Mk'V ~ im AMA ! • is ..�tl Jf..- -,mom""aipaty�- oni PrIF"ek RISMIIII,i12 Ir.! _..001117;!1- Miltiorw -,autiWilegL r -dm 041 tniaiw /fl.'r.U31ul,aa,Atr,: .jior �sf� .rt.wmar i=r'f I 47:clia7if , I. An OIL 11tr 0 P'aai.sa�:a.e.e 11s-.ayes a••�IIIMMo ml - — any 5 i�"0 -- E` �. - _ 5memo esopsw; iii►-iiii.LTsa ir�ac�a�i sir-�..aim"ream=ar.�es ar•- - aa�. It'IIIt.LIim■Ic �„aa ;� i. IH'7., aHLs� —1,-.. t."M"' 4. -4111111111M1011111r...41111111M211111111111Milt!.ailetlilligi':iii ' - ', '.- . - • i- 1 a - MI 8 •_= o�..a. I)risa..av U ll If1es�s_.rya.+�.fa IMM as Lk� .-.u.,ias...roil j - '— W5M - -&,. .4.-;-_%_:_•_ ,-__:_..,_17 _mitt= .... UPW..-M,_.S1.1.`i I.W( Vfir -.Al •• __ _-_...,_. 1.WM mart.- Mani Cia % a Haolis - I m ammo. 1'rt>fii.' .RmP".d4=I r� 1/ -••e - ----±------ NMI RUMP_AdMan r.fluff[Is1R►v.�faiIRlc l5•-p��p�IiLar� , f rrT. +dauu - . NI . 1• .IIIP�..Il WIIII INIIIIHNillfl�t•Itti1"'dlllO�lUIC3 t . , : : . I_>t _4o WV wl! IlR ill lllilni11�iI1P`- t ! • . • ;e. - 6!al 11111.." "'.'i i MM.as'a•.•/Ls.a a.ta1�tal WWI II41101--.a t4b MHO -, oiesry�.a.r .raswus��l�'Y1.6 _ — V Q4>ar�. "•%iI♦<E�I�s� --- =a`ssr�alass� t-� :!_ ;..13�s�„Is� ! `- _- -- --- . - ■� . -'T'____. _� : _ In millemils I ■ imam _ -�-._ .- 1: _.= :...:.. .... ! , viw : = -. _. - I 2 1 • j-...� %..) L: Iii ,.: . -,- 1 ' r '•Din © a.®a OM aa t 02 0.3 o 0.3 SA SA MO I �� CONDUIT SLOPE(%) • NOTE: Based on a design Manning"n"o4 0.O1 . • °Melina may not be available In all diameters listed. wi-_-_:5-p. 4 -- 12J< ` O! S`�7o �� � C Figure 21 Discharge Rates for Rancor Hi-Qsand TiteLine"°" 100 , 09_a._.r■ _�esen//mst�Imimlyoil�nii nei!'I�S�Jya(M��MIsr' Eras w�a s in ■.witsr�-A�amar ___ ..m. .auui°,.darstr=i1. = ita ... .�r�i s,.a "ii NININMII I iil'i! omplimpsdisin !!lMilli iuN�l -- t i♦> aitJC.iwwas wori,imiamipir.d.alt/n►•�.l.al.■■t■ar==Mgw >• aiala .� ■■oitti■ttt�■« ammo iumu maw s=■w awes+as■mu..ssrM�sasa�•awa "NWe. el sir.1sw�.�n■wr --- s 63 R.MMwr 12F.'wniW—AihahlP-NI ►•aa—....m�5:I!■� �O�AmI�>�iiitii'lOR1.. l�..��I ei �,q(� �a{■� �11yy11 ��,.�,i���.�y((�l .� m,,..a a...a _..... a�.."m ae-s MM. ��. 4D 1ttrtt■`�■wftlra==VILt1 Z... Usiwrti#YtifP :==M FW�-IIN a_wSaP�aUa•:i SPUME:.:. EraE r maw al nlawiesalei:irwdiMIIIIP�:1I :..: E�a:.? ��f�!i/Fi sin,awn Ltmus!, atu!Y1MRnrp ala..rS1!► 1.J WWI.t■MRfik-s �■ yj t MW• aa..ta t'.'-. alf..a Adis i Rutt.tee.i4illi•Qa�;41 l Hat-'f'l fi ow gar g130 Iiiiifiir-- ---.t1ifiiiLlr� MHUii1C��4iiY6'iY!'31 ".tssYdl»r.1 i="sit M_ M�nar-.aa1111.niia► Isr111( atali- mesw r. :_ = _ �Ma ..lar.'m afar w :ra wit maa m alias .:.n:oP Az=-'v r.r -�.�.--+_Qi- e• 20 _fi a•.M mata {woo{�sl,O.maYa:a m r<'mM•a _i am✓.io fa C ma WELL fr•f= aaaaY.■P .as.I.Nllasla-.nO tia■■rf.Rfn► mYlifi.saim VI .al—fialY=N as�iflai..2imY.is aa/a tia■f.F11,1 / ■t,-SmilB..fit f.•itiilal IM11■f l l.r-,It111111111M1t]11110 1.21111 OW'-J..i MAN MINI MIL MI li.r aisi",..,11,C1 ISM PIM SS Ur•�� WIiiulilillt'.Qlr-_aw tilesafa■!:■ai,-.mlt ttsi�•fs rasa M.:.fit—1i fl■1.l Ka II J1 w1 IN NMI aae-.PSI �=Ct■ „mu mum nil t'•,a.issi tatilfiirmy- '7 sit ism lCJa LW':.diwVtal MIL,sNla:-III. -..afa iuslivlas MN.Qa • aurnunN•.at nts.NI iiuuil+'.enus)1sam�s� U Ov_..jnuInm!!own i• Aii.luliL':� S�QIIoHAIi ]cm as ■;L;IRCNM el.:g n uEanitiil 1:in • ara_aa .sa i . ,;=:iMa=aitsiv--7,:—.eu,:z,=—+r•' _ ��-:;- 1:1111 !:"Ill PP l'i■�5i1 �onaaraml-anorn�asnrawtia iratesal imam rls .attiltt>aiUV''aim. �wt/ta >•�ss �l.lf]atfit■ia -'�a� • �• mi aitcaz _I ual •.lq is o'leg KMsu1snnatss.asunus-.ar. nmrmv.a:.-1issu vsis,_v- mus cm!me • sNA=Mill w1r�itint"ilii�t issi irrKI �s= a ,� � i .� '= a NM -SAP ! p .61 4-, > #liil1111�NOAlMH One 1�7:161=e:Ea_�7.' _ . �..""a'r��OM2. by '1 MOWN.lY,l.� ..alasi M..-aa al.a�P Y'-41•..1--I" afa.- -si ana s -...1. i.a• ,gip. ass ..�5aif6l nfl 1511 .7'i�sosas l sr a,r>alas ass Y�i7—as^„ae a.aaaa-asala ma's �•i.—. -.as Imam we.mal ssi P-a Rsa..aaatala -.Lan as•a Vim' iii�1��-ii�i = =as��fast' Y- 2 a. w.r'-.A■i>�iftll.ltllfi■11 Will H NI a we n stamp.-..a Y..ass sir f.Y-AUK v H II.'ala..irwe,i wi®IWL�11i" liIIL M i_i1_���=l�i�Yitlki4"AWWilWNW-- wi •��+ 7�...iw�aaa.a.•�_a'a.�E._� w '_ yE,1 ..a la =_�a Za=aro_�1" _ IL aEra. -�aa.E..a.aaa -..o�wav�li- J .aa-i v. ■i< s aaalas.r_alas.MMsmlair.M•MMESMsaaa11ia.►.+saei „Ail MaM. saa ->• o --�� lE.al■■-dar\air. flair�l.fi.a!fi ali.ft'^alnar. aa_• .as la a a as- wa. '��ai'nn f�ii taAtly llaC t.W. dttfil��ltSlll�-cm.lffal •`'7��=f9 coV a • >•i�wfttaainwt arata�ewlsaan► rtwsra=frtlws.- wa�awwan --� rwwlaaatnJ1u lnanHtalaill>las'allR N UtlaliIt'�l MI dnr><num,_.i lIinumilsn:.unasil>tlllllt► din tan i m ro.•.;ill NM a —T. L MWI l •u J1r sibsratiti11111uWHN'AIIIIIIt1MR•'a111111i1i�1llsriS -AMU s , ! : MMii Iiii1�1.0�U 11111E M 1iv.mNIA1111111.1las;5UIU lMQilip'" file • MN MNinii�� MIN ela.'�4.....aa:...„ 11 tea 7,2.P_aal^tea... .oaaa�aElss = a�ealae. OA .as Maw ss a v•sa-.�sa NIl U a lMEr Eaa a waaa■■ Mail ar.ra I==man�.�.Maw aa.agak• l Maai Mal MIN alas a i salsa Maas a-••� s■.al a Y.1111 1 111111 laaraa■Isil��i+ t1I �s/R..a'AfiIasa.aaa..N-all 111�s.NII1 II �/ 7f■il asia�■��apllsi�rt-■�l�t�'�lai�alltt.■�l1Yt Lla �® .-ra— wtstn•�r:uaiiialWO tsa uiwl�ariota.e-eti�Illiar Mr NI lfwlt>Orlta Ws tala�=ei=.» ay emna>..aLABS n�..aniiawt011aWWI- »a teat wts�tm wawd UMW%dals al11.1 7 - ....a aU-aliwl rrip- S ■■ta IEMIN I=s imnon 04 at'm ■ia.t rda Milltla.ly ,AS q sl■of fff�i►�af U waw C s ai nli w!MMI Willa at<a�aar _ _ NM tta sl FM w w.fa=■ El 5 di ii austro kl G.4 t s a= E��E ' =--:,.tee g�� =��: te - :f:i iMINI =j. _ammo,�.a_..a_1>o ■i -%ij ..M-mommamommo - mom ammo amwaaaEoaai■ai.1�= MI UM s lR�eli=fait RV",• a--�iio.. Piro a.■�E .aa� " - 0-3 pli: :::: ". :::: . : : .I �� wtr�awt twrsr>• �m �tfmi MO = M Q.2'..'...'�'�_sAil�tlwaP�o'w�a.laa� _.aa�was • 1Z �Ms �aaa.ur�sUi■■aai cam_..raa.� -: � �iaa .: ..I E■ltaaf0 aa■afii elYli.0 MOM Mali•= . •y- .. w■rtrls��_l■..tammma�r —,__ -- - NM ■aa■t, .. _ _l - - SY Fir-MUM,�„ ��i•■ti•sr11� �ie ��i`i-- :a :i Oa■a1�1 •° ••il • 1 Ill t').l•— . ..' — F-- ...' .1- I-l 0.01 0.02 OAS OM OAS 0.1 0.2 03 0A 0.3 Si • • 1 t 5.0 10.0 CONourr SLOPE(%) NOTE: Based on a design Manning'W'of 0.010. TiteLine may not be available in all diameters listed. 4.A.AE75.p. , 4-4 Figure 2-1 Discharge Rates for Hancor Hi-Qand T1teLineT ving sillIMINEI MI INC""" 110111gaiiIPERMIWar' p____. _i_ .• •.• ,. .v.... alum 70 f • ,i . • .i 1; - ,I,• .,•.1 iiiiM H 1 lit-..cm is n niiHNIIIIP. : 4 _.._ F ; .0 ,r '''. ', -.+phi �; �IN, 1: 1 ; •;. !I:_ ` •� ' 3D =lAaleaailtitaU-..Mllliiiia." .,a..,a_ _:AlL.a P ; sea IX 1:' —r _ 't,• �'" rMwde!ri= :Ad >fttlti!V--i761t!= PIft'/fUlt SIMISv3--tMPLAII ( Ir'- • ar ' w Me ,.�i�w'��i�t�`7i�i1>rRw.:r. mil es�o:�u111EM.Mill ' ..� ti , fi r. • . Mil'inilltIMMIP1461ENtaamer-Asinammilii.'s l �itlla iiii. -- -ci ei . .--,,ta=lt tani+al•-.uaattH r�+a a>.tti. n tr tli=LI ILEA �.�,-.lal-si:�v. y�t--- > isSA/M1Matiil_C IWII'�ii3i .1 MIN- NI; . �, .,rrQi4BA3� l�f[L 1iiiiH 7 mli>t�i�iailII��i�- . _� MIILIIVIIE ,� lil_t87il�1117i6:� Y_' .7SY�'-A . r Il�' --- .. s_ .a' W ISSIMI ►'1ii�!,+si u•.. ,sFr-ii: l' E.�!"' . '''-- w ..rwHit ,rs"_lll4 l: Mt t!!.;ails yam_ _ — .F.4,„, FQ • �ilr1.1 a•f••AM^Idais Ya •••a i�_UM�..a�Y•rA. Js J ES 4 mow MN IP II MilikILIPIni It tan el l �- �. -�l�>estrc �ar�i��aua=..�=r. ''VANN®ts � - -^ im zi= • ••aril 1•� �i-M•�!�• ,..4, VJ��� �Y^rafM�•�7ls - ___.. - - - �!_`..ao•i�imam caY•.al�ai la Lwsar.-e�•iailh71�• =l7fiA!!.. tl ;~ ta ■1111SkI Mial&w—iii --.lIMI tam NMI of. M iS, lE.ru II' -•�!'��O[. lll, - - - MOW..filintrir n>.l =w�l aai WWI nila[L-a m=l w 1L> •• i ttl•+ -- — a trim sow mlaarv- i��nor�o_r . t�.l -AIM aMEM=tlll NM NM li►=fiL71 n O-.�q����l� --! -. AVIIIIIMIlpimp7 �ailI ilit�l!!�i`.t�i�C �Wd�llrQii N� ..•. Evan �iniaigip •- . lF' .16'IH�el111i•IUIHN':�Iwri11usk--ai �%� • , ; , 1.0 sYUr..-aRium mu lire:• 11t111 111a111E11111011M >sr- , ! • 4 me 0.7111111111111AIIMOMI - . __. _ aa•�iwi■1�"` :�_______- Tt '!= — ns�r:="'— ---- - ,_^ - 0.4 BE lY _0.3 a. i — _ __L= _ _ x ::: _-• _ _I... i aarann __ a ! tti. • 0.1 ! . R ( ' 1.r"�—rt'^— 1 i L1DJ (4 0 04 OA8 L.. , It1t 0.01 '• 0.1 02 0.3 0.4 0.3 '1,ii in 7Q0 CONDUIT SLOPE(%) NOTE: Based on a design Manning"n"of 0.010. • TiteLine may not be available in all diameters listed. Figure 2-1 Discharge Rates for Rancor HI-Q and TteLiner" 111 w . , F.,: ,lt `-1,.. . . le: . r '�ti •I . '` , I � ,l . 02 so ' • T-F, 4 h-• '''.,. .71116 --"' iii a? 411. ..4641111111 0 , li ,.. . . !!!-iii! . - ' pii_. -12 — . Igo, _ AM /10 I : I_I !I, :i:i :iii *:.•iiit ..got milL -anil It lto '•:' I:. rail n �aYiii .... / litim<`� leis ? El - _ 1 _ .iiimweimiew.,..r—topm—iii____—A.0-—al -i aooils..“1:w.". 'p t r ara 1saa.�e,i. ... _ •.Int •sam,-As:ot s worm.1.81 -......:•r•mionot ma.••••maim..§i."• mom own Aux is- _alirs mi.V:la:D+calt,c�aa Amen taF siAmma ��ai BnfiRit.. ' ;, --/ - p<: 70: :;I'` i�WNfl7s► . ' .- • No .i a • _Add ;''IL." "-al 'VP"- .. _ L. - �„iui' t lill -_ �:�eJk —�-� :►r--41 as_ r s- .'. omism IING MU WWI irlYilli.l,..•Mil:Inaba WI Min/.-ALW .-� _I, �iAmsr II 0. Q '''= L-==MI-••• =t._Wf.- -.2_._iM=I-R.5-:. -=1-------- ..:s_.-..----- %--t* ---: • -.-:-i :. UM ■ 3.•iaiiizal• , _.-I�1. ego t�l701i!!z MI,AM MN ti gill - �itaIan ___ -n• oft,L.1 +ittr11la11aasaeali-.els�11,711 ri►-d �!' itr#►_salt!lnt a.:runwt�s1lsr►-,mot armor -r-r- - ; . I • . sea .� , �-. - !�►%.tis'�ft#t1l1u{tl1nN:=tewatta�"'il�tlHB l�a!►�ifIfl a : 111- 01 Pr '1 ' ,• >• M©L�E --. L- r - • 0.3 .........r.. _...............,........._.am mot am ---"'-•=EF=1:-— ........1-:''_r:=_=_...._. : ilia,atm :: :ii-,:,::1:!.1 i IIIIIMIUMI 401 @.42 0 tT01 04aj. 1 �r t;I I'_ ... i , , • -+---`•^.-i•-• --- ---1 i_I t_I 0-1 02 0 OA 0.0 0.0 10.0 CONDUIT SLOPE(%) NOTE: Based on a design Manning"n"of 0.010. TItoL.lne may not be available In all diameters listed. Figure 2-1 Discharge Rates for Rancor Hi-Wand TrteLine'" 100, -.�` . a,�� . P� 101lIUIY�1�I I UI1119Hi�4111111Y3I11 ..Ih IIII 'iIIP�11la11 rllQ11.7��SUM= it- NI�rmiin �s��1:trumlin a+Rlw�r aeiIiawi.=il aas? 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II1iI1rJI " .or n eiiII►lir�nu1�u1111I1 Pr 111 u I (11 _..._ - - �►��� �i, .��'�M_ lulu{iii{�'ii�'{i 1i1N1l91 Va' - -— -1 W— .c% ,1�ii�ri�kitM���fi {I IIuil� n�iti l {iili 30 -d' - .n ' n=1 Iun 1I I w-~ ...-is 1 f � �II !IiI'It20 - _m5 '�i> 0 M `iii{;iiii iiiv r -��'-''�I�.�r.-r• {�ii��i1=1� ' 1'��liiii� u�ar,,,`,�a 3 in ElIWZ-;r�r 19ii1111M-� all r tlr ! ,. - - T 1111WAWAIIIr :11111nt I}Iuiirriiiiin. + -A., 0 h 41 I;OilLilNll:lir: • =11 2 N Ell :::- MI _ _— - "VA 'A Priiiirdrinigill11111141111111 al Qii, 7 I�In. tr:IlilSn�lwumt►A1 u a i I�I�Ir/ III;i11111111111111I1t�11 ? • /��II.i1/ { 111111111111111111y CC �1►�Is �lintinuumain l II --- ■� -_ r �R.1G1 II I uum 1p1 11 1 II --- I _ -.- -- - 15 p,>r �� - - �� I{iIII 1111111111111 w{ {I{{{{li�il 1 -a lli 1 lk:I 1 .1, f ' I: i:} „�I11W®Fiii11N1 E `3 5 10 20 50 100 200 500 1000 4510 p ,2 ` Discharge(ft3/sec) Gtse,` , 25 Curves may not be extrapolated. Figure 8.06a Design of outlet protection protection from a round pipe flowingiull,minimum tailwater condition(Tw<0.5 diameter). ‘—j( ttl I 8.06.3 Appendices 30 • li 1 I Outlet W = Do + La 91 I I!1 I•f I.ii 1� . �fI• pipe Ill I III1111 ll,,diameter(Do) ;I II n1�1 I H111i ! u • ulnuit I •`11�iii}11i11 La --+4 8l) i- 1 I Him ., lialr, i' �.:..: tl water < 0.5D0 i ��• I �l1l1IlII71 - IIIIIIIIllIllll ��I�I�I�III ., .�lt li11111•.dill �,O �t�al� III IIN_IIiIIIIiiiIi1ii1IJI ig, ;,iii iii r.•S) I II IIII ,1:O;AI .iI CJlall1:151/7 1 1 O) 6t) 1111111111pp111 1 • ili'i II!i1�711./ ��d I tir 1 I :111111�III 14i 9 1 F ti ri•11'III!11I III rdli_ /��/� ��e�a Ili I !IIIII=��'II11�1III 11 I_ 1�' r . -r�pdsti 1l�l:il;li �;i4Iy• l IIIII '' I I 1 r ■■ ■ , ir.it i '[� m I IIII un m ■■ , -.6 .r�i,�l.n�. nr- ''►U,1 a I In �(�� 51 I 11 1111111bllthilvllll 11 1 -- 3. ' • I/141 11, II 1 I I,1 �n = 1I! 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I, :ii....iii: . i i I . i I IIIII 9IIil : itii 1 ., 1 . L - ill ik ills ,'i l' 0 3 5 10 20 50 100 200 500 1000 / Discharge(ft3/sec) d,6o-- , Curves may not be extrapolated. 11' -F Figure 8.06a Design of outlet protection protection from a round pipe flowing full,minimum tailwater condition(TW<0.5 diameter). 4Vt:-.5pe...-4—0 8.06.3 Appendices Outlet W = Do + La 91 il. • llw 1 ll 44- diameter(Do) I ! -.: 1 '�Illi • IIIII:Eii;i 1 i ii!iilil La —'i pipe 80 I I 1'{'!'iIi �,f'.i''It F`I v T i�l�waater < 0.5Do I d����� 11 � iii111l �1{III' .tns ll�,tfllll''�ill al��l 7/ IIII ��1 ■a1 I I1I ll I �.nrir'i�, I ' 60�. I 1 Hod I'�I�iltill o nd: iNinil�i;lili ., i liz !��:,,:111I \5 . O 11111111111II' 1 II l l ® -F �I ,�.a .,.•:'Iilllliil'pi. ..1 1{1I f r�r 1 i 111 1 I 1- fill f1l:il l 1 1 �' i MI�!I II II 1111I1I11I11111 I U • D --: . '1�:I i rlII fii II v lf[5i • »I I vt� 51 111 1 I II 1 1 II 111 ■ .j �..LU 11'IIUI,., 104lII Iwtll II I _1. � tl nuin 1 tl I -- /,I l'l'ilt.I11 !IIIII"I II it I \`�'° I _ 11��i1 i I I!� gI i I I i I 11 I(-- -I m O a 11/'i�0110 "r�.,lll•li ll 11 hltl 1� 1111 41 I'i Y111111III III! iII1Mi 11111111111111 M I I _a -P.iliti ii'�=l iI i 1 IIiil!IIIIIIIIIIIIIiIIiI till 1i,il 4 _-I I'I11 I I I'9{ .,::�0 :.� .a '� 'IIII!l� 1 1111nI111 1II i°'llll II . 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II11111►,Ilan:n�, dill2m1111111 IIII11111■IIiliIlt1111 1 111 ■■■ll■1I■I 11 111 1111111 II . % ■ll/-/ II►111l h.i ilIII:,llV1dl dl:II' • IIII N IIII I' iI' I Iiiiillilil li 111 1 11 dill■ IL1911'u' Ii '!"IIII I111111111 I I' w infix •' ''en p.iii liiill r 11' Hull - nunllllIIII I 911111111 Iun 1 III Il ■.■■llI■IIIII I� II III III III tit �■I�r r . antgliiirlt pr u.u:o:n.c nllluul Q IllilIlll 111 ItIlIn11111111II�III I•h ■■■IIIItIml.yll 1111II�111 IIIII II 11111 ,, .i ■�'a . nn.IIu!lIn•IIIII Iiu:IIl>tt:illilllllltl Illll Q I IIII II II Ill EN .■■ III III III I 11 , .III. lhISII Ui11 IIII illl:II15 Iilllltlllll IIIII II IIIIIDII 1 1 I nuunm111111110 .■ ■lulu ■ 1 I I , a n• • .iI .in� lr u�i Ip:nl:anInmm�unn»m I i iii 11111; I "I IIII IIIUIIRh II'11l i$ II aI III a�ii�rain a'i'i tiiiiliil'irilll �m�iiil iu iii IIII E LI�ILIi1�IIII��I�II���ii�ll IIIII a ::::::� it ,z..11 .",,1i111.. .Ith II!i:nIII{ ',, '"I� ' 1I ! I o 1111111111,1111111111 .. •I, 1;i1 ,lflir ..wrihkillimilli la QII • i nlll11imi1C1I11i1111a i l 111I11:111111 1 ..a � Ni.- d Sit 111! 1ii�I11I��it ii I1I111111{l1 1� ill i iliII I� III 1 ` 11Jhii "',u"IeI • — Si Il1111 i i R--1 I:I .i 1 ul . •• f ,.. ::f .I I .1 , i I ; - 1 - I,I °-i I ' .1 •i. i;.I, ;II..:' 111:1 I . 1 , :. ., ... • . I I f : I . 'l 111 ll Ili, .I II .. 1I. 0 3 5 10 20 50 100 200 500 1000 Discharge(ft3isec) 60 _ , .4,-�J Curves may not be extrapolated. Figure 8.06a Design of outlet protection protection from a round pipe flowing full,minimum tailwater condition(Tw<0.5 diameter). .,.. \rt:24.5p- ____il ---Ci) 8.06.3 Figure 2.i Discharge Ra z,s for Rancor lit-Q'and TheLlnvu 100 �UN fl.�tr,writr�■wat■rii■ i...11•5 ow ER Ea .t�tr�■�■iw a. t.s.t .�r_raa•■w�ar�a►�s NN�lf�faYltilfW ApfflttN�r�M�tlw=N rjf�■N� _ IliniEWNIN maim unnumsaatrwieiiiwM UM nu maUtiiU '�anrtww�tr.�c�a�ic1irp + �"��`�'■ w••�1.aw-'1•'� `0 lwtWuxiu iNWt®t imati�I1 asitriaalYts� um Kw aw•M.u..ai"" fa "" P' I '"'Watt RRtiitlt3�t;ir11lgRtlWt'uua101�-R■UwwP a•k11RTTItiia.•t.1l1JiiNk. a:' iul xv u- _+ti��O����� _ LHt�t1H=�w�1�Y1►ir tXt wleV a:7iftl���► r _� „i�Ritlrw artier rasa Tam. I- a. NAA r�AINAAa-a.I*, A •C Ci'�- . i�_s_n . it.==fin"' ia'■. /i""".. - ta.• .....Teri Yam. 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Maine may not be available in ail diameters listed. • --v-kpa.. 4- ID (, )Vicnok--leyk- 11%,te).'"' Appendices 30 OutletIWDo + La l� "...I �� �illa� pipe - 91 . HP 1i11i t Ii•111Iq _ I Il ,. diameter(Do) 1111114111 I , .'ii 1 a -- 80 1 /1 111161`d!`s111i111 1-• t 1 IIIII I rJ I'it T.i lwater < 0.50 _ 0 II- ! 1! �{'iiI11„#ii'iill1 I)I�1 �. �' �k� 71 1 1 --1"- ■■ t� �at1 � _i 1 1 I,, :��i'';111111!•'a111 al , 1 eiryzr �pP�V 11 -1 ;,'1 I I! 11111.11Millilip;:it'Mni/li "l 1I'�/- �9�'��k 60III IIII 1� 1 i I { Q■■ !iUaIU;111/1 ': ���1 'I nII111u 11 = i r til {I1hp� . , ' 1{'{{G '1► 1111111111111111111111111 6 �i'+'�'I,111:10 i 1 '(� 1 11 10 t ��■■ ��4 la1 -I if Nril 11 11 1 I �(‘ I 3da S _' 11•in ��!. d111 11 I rl IIIIII `� • ■■ a rd 111 1 111 � 1 1 I` f QM �' )►11'06 I'll 1111 •. 1/Hi11lu11111 Ip I■ II IIIIIIIII I Ill II I IIIII III .. rap, 11I.IIn111II 111 If ■ # .i0d 1i till 1111n 1 11 I1It V 4� ■ # 1 11 g■g�r�� 11/iii+� IIIIIIIIIIn1111111�n III I I w Allr.11Ii1 1 IIIII1111111 1 tl i ` � � 1 ' '�1 1 i 11111 n1 I -a:%�■O.i'ii ii1v:'iiii'ii ! anal•r m 1 m mm 4 31 , 1l 1111111111Il1111111111 1 1 r�0■ 0.. # t rI 11liu Ilan 1111111111111'11111 i �� , 1 1111Illlil11,1 I `� ii Illa�i■■n fill 1 I 11 1 1-1111i11 ril 11 1 ilii i11llli p11�i11iiiillJi�lii'� 1°I I 1 - �_a.=;=���ul!ill>•i,�■■■�'1u�'� ���1I11�111111uI IIIIIuI,I�nu; llliu{II11 11 11111 '.#1'�•_0 11 ' '111i1♦%1111ii 1111111M 1 1' 1 Ill 11 t nlin I I 1111 1I' g■ij■jj , ,r• iyi 0 :ll II .■■■■■■�.���I 1 I1 II II I,r11ISI 011111111:20 I IInu1111111111 11 Iil IIII — '°"��•:,'•1 Ii +ii�� 11 nl i 1 11 f 1111 Ill,ln r 11., rl III I I r•■■.■■ 1�_ d.-t igNiailllillslon,illIlll1ll111i111=■:■■■■■a 11■• I nll I iiii ` 1►,11,ll ill Ia 9 11�1'l11l11111111lII11111111111111111I1 Il I ; 'r�Rx :+i:to�I,!�lfi! I nl 1 11 1 � ii ■ ii�![I �III�I ililll 1111 I11/1111dWW11J11�1,11II 3 . -ilk i I 1 1 1 ■ 1 II:I I/111 1. 1J JIIh1111,11„ II III 11111111tllppy:•.- ice- .lr 1=. 1 I 1 ■ '�ni� i'I�il 1111 i111�rt�1�1111�ititIcik ��10ulauiin{it{ui11m!•.:,nimii;in�%ii2-•% 1:9101111��I�1�11I1l1 rill il I111l11111_11 1111:11,1 1,7 a1 i11+1siliiihil i !'n111,11111,11111, ,,m„...�0„,,,,, .. . . n 1 1,u 1 1 .■ ■■■i�Ur ln1 14una I11n11i111Mi 111111111111M0111pI `� ! 1 1 nl nl t �■■■■■■p#1111 InR(nu'IIIt 1 lurrnr�p i 11111111'1I{I111111n11111111I II II= ��r F�� ��� i ���) 11�1 11i1p1=11111 1 I{ �■■■ ■■p1n#'M, IS�j11►J1111Eir ` ,jlt►in'111� 1'll Q Illtlll1111111 11111 111,1111 1111111111 II Ili 1 1; I 1 I I�PIIIII {I III a■a. laari lanlir ".' 11i1 AUNI 11 11.4 '11i11 °' I III1...,. I ■■v.#I#1►Iu,r C3.1 t man nn minim I i n1� ■ ICI�u II1:mnnr�mnc nm 2 N 11111II 11 I { 11111pp I�t .. Il 1 111 �■ ■r/I I� 1'ii +IIII.atil 111511:II�+l1' Illlll II1111iI1I1111111! I Ilipili Iil1 II li 1:111•:11Ia11��i11�lII�1111 II H1111911111 II ■�.rarr I: i1111111 ffff111 11111t1 1IM■■■■■ 11■11 1111 1 1 0 11 1 Il 1 �.d■'r ,� nn gvi 1piii I/ipilli NIIII ■ � 1 ,IIL I i11 1 � ■ • ••i • a1n1111111:11'nia,al.n..• !NIT 1I a . 1111111 111111 II III 11 1 u n ■ei■��■■■ Ili 11111 1 u n I `l: a',' ,,e`•.•a,iiinit►i'il,iiii{11I1111111�i ffilitill nilil ci 11111 111 11 1111 II 1..:■� ■ Mr .1 1 I I 1111.J ■I .IIPSnytiiiigl II:ii:ill'i,lllllllll Ill,lt I III — 1 f ■� ,, a I�� 11 •■■/111sOnilrn�11ua11 i nnlnn 11 1111i 1 1 (r n,ii11111 h 11 iiikiiq, fl 11lit A 1i �I_ 1a.,,li aa14.�>II 01'110,1 ��,' �- 'IIVI 1 11111 Iii1►Itil111111 111� _ .- � i_,,�_,itll� ..��.��.aTaa� .,.I,illllur;rll!ll � II�iil ! �� !1'- �_ a I!m llltn'- n"�!�' V"' �-. >.- � ■u ■ onu,u l 711"111111111 I111 i1.;;: i.,P I R t1illjli ir111l��jI�I1111d�' 11111._ _f-=.:?-�-�i9��0111:11 111 IIIIDm (g�� , _ , _ _- ---- s it 111 , l I li I ' I: ,III, �:I �:1 1: . I ' ', ., . ,I a1 :il I ; I I ii LI I'.:. II:; ,1i 11 III I • I -• - 1 i : I . .. :I.!111.I, 1 3 .'S 'lo +0' - i I ••I .I 1 � . !(�'•I :-if 11' I• j1 I ', 50 100 200 ' 500 0 1000 er tit,•.7.-- I 4 1,4&025 Discharge(ft3/sec) aSD • � G(, , b Curves may not be extrapolated. N'- s Figure 8.06a Design of outlet protection protection from a round pipe flowing-full,minimum tailwater condition(TW<0.5 diameter). 1,4Acp.e__ a to ( t.-,c 0041.4--Pt-P-e 8.06.3