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<br /> <br /> <br />CORPS OF <br /> <br />.,"t"~ ,,'~ '"-'" <br /> <br />~ <br />~~ <br />1j':C: Q5 <br />C <br />.... <br />v,r, <br />c.. <br />~i La. <br />z <br />~- <br />...;I'''-v, <br />,;t-:::I~."., <br />,'i:Cll'~/~'~~~ :,;~~ ~-'; <br /> <br />" .",I.~, <br /> <br /> <br />, '.'.~, <br /> <br />.,. <br /> <br />~.i;. .,,,, <br /> <br />.;.,,-, <br /> <br />'.";"~ <br /> <br />..'.,,,"";, <br /> <br /> <br />,-.."".",, <br /> <br />, q.',,' <br /> <br />",,., <br /> <br />220 . <br /> <br />"::;"",_~~"BI_'-'l"-.,,.;:C,,(.or,:,,"''';'; 'Y;, ofi':ii&O"'" ;,ll!l:(iOiC) 1<,,",,,,,- ~,~~ ,;';"...~' <br /> <br />-~,- -,;;,,,,:<:' ,j..;.r",,", "",~"f.,.. -%~" <br /> <br /> Il <br /> .... 0 ... <br /> ~ <br />~ .. <br />.. ", <br />':I" z <br />.. .... ~ 120 <br />w " <br />w " <br />L . <br /> .. <br />'f 'f <br />~ "70 w .. <br />.. <br />~ .. <br /> c <br />w . <br />~ 0 <br />w .. <br /> " <br /> .... 4. <br /> <br />1250 <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />.. <br /> <br /> ! , <br /> Vm ~ <br />i Iii <br />! <br />! <br />, <br /> I. <br /> . . <br /> m <br />7 <br />~~ . <br /> <br />'. <br /> <br />.. <br />~ 9 <br />o <br />'f <br />'f . <br />z <br />o <br />;: 7 <br />~ <br />~ <br />~ 6 <br />If <br />" . <br />w <br />~ <br />,: . <br />" <br />" <br />o <br />II · <br /> <br />2 <br /> <br />.. <br /> <br />I2 24 36 <br />TIME IN HOURS <br />MAXIMUM POSSIBLE PRECPITATJON <br /> <br />MASS RAINFALL CURVE <br /> <br />40 44 ". 48 ~ 56 <br />TIME IN HOUItS' FROM BEGINNING Of" R;l1N <br /> <br />SPILLWAY DESIf3N. FLOOD HYDROGRAPHS <br /> <br />-~. <br /> <br />,~,;,'.' ,,,~ .,<. - >',''''' ,;'.""''' <br /> <br />" ~,_'" .c" ,',. <br /> <br />, _ "'.''';'.\: '",~ <br /> <br />',,, ~_ ",':,1;>":<,\ <br /> <br />__.~t.. ":( ~rt,l:: <br /> <br />_, '" 'w,'~;'" <br /> <br />:t;;u::;- <br /> <br />.Elsnu <br /> <br />, <br /> <br />.. <br /> <br />2. <br /> <br />... <br /> <br />2. <br /> <br />52 <br /> <br />.. <br /> <br />.. <br /> <br />u.s. ARMY <br /> <br />"'_. <br />TO'1'~L D'"'~1::~M = 698 ~It. 'MI. <br />calTRIJur!Ni~ : 6ge ~:.;.. :H. <br />",-W;"'" ^,."..,'_: ~:,.,-""'''" .., , ' '""=.,W-l9'iN~!","OOft;l....",,, <br />;;,., f" ;; .6,<,180 lN~~l.l. .-11. "' 10.m" <br />~::-"':~ = hl?7.lIif-Sl.l~. HI:. .~~:u'J,6" <br />~..,.'" " <br /> <br />-.;,." '>-, ~.,,~.~" <br /> <br />_, <br /> <br />4t.<'., .:-..; <br /> <br />'-',-':,'. <br /> <br />;..~;~', <br /> <br /> ";'-'1"~~4tiJ~ {,~\"',.,< :"''i;')'l''",~,'~''C6J~IM.. <br />"~r .1 -, 3 . S . 7 , , 10 :11 <br />?reef:)' 0.01 0.01' C.Ol O.Cl' 0.01 0.01 !J.Ol 0.02 0.02 0.02 O.OS <br />LOSlle,1 0.01 .0.01 0.01 0.01 0.01 0.01 C.Ol 0.0' 0.02 0.02 0.05 <br />Ex~us 0 0 0 0 . 0 0 0 0 0 0 <br />ilo~ 2l " 23 24 " 26 " " .. 30 Jl )2 <br />Pree1., 1.40 1.05 .48 0.,32 0.23 '0.18 0,10 0.07 0.0) 0.02 0.02 0.02 <br />tosS" 0.:49 O.h9 0.41- 0.27 0.21 0.11 0.10 ~.07 0.0) 0.02 0.0, 0.02 <br />,~liI:' 0..91. oM: (l'.07 .-0.05 0.02, 'J.01 . 0 . 0 _0 0 <br /> <br />~:15:~ '~_'::i6 o. ],,-7- '18" "' '" <br />0.28 _0,'35' "''72 'l~)O 1.40 1.40 <br />,o,,*~;:'4,4S' .-,',.0.49 /),.49 0.... 0.49 <br />"0" '.., ;,0: ,f).2), 0.'81: 0.91 O~91 <br />..-"..;._, <br />oJ~. 13. 3'7" 3. " mAL <br />C.Ol 'o.m, 0.01 !:\.Ol 0.0 10.0) <br />~~S~;>~~~~( 0.01 0.0,1 0.0 5,.<5 <br /> ',: 0' - 0 0 !l.1I8 <br /> <br />srAGE <br /> <br />~", <br /> <br /> <br />~\' <br /> <br />"'I <br />! <br />':';1-'-- <br />~ f <br /> <br />.-- <br />i "!-- <br />1 <br /> <br /> <br /> <br />"~'. <br /> <br />-t' <br /> <br />1_____ <br /> <br /> <br />.. <br /> <br />.. <br /> <br />:,.- <br />( <br /> <br />76 <I <br />il <br />il <br />;,~ <br />;f <br />,~j <br />~~ <br />.,~ <br /> <br />.. <br /> <br />72 <br /> <br />so <br /> <br />.. <br /> <br />.. <br /> <br />.. <br /> <br />.. <br /> <br />SPILUlAY DESIGN FIC'-'D <br />'(HIDROORAPH CllDIiV.t-iS) <br /> <br />'l':I.lDein i. <br />2.:iour <br />'PeriodS " <br /> <br />InUQW <br />!b'dr<lRraph <br />2-Hr. Avl.. Ord.. <br /> <br />t..'Ut.fJ.oll" <br />ffydrogl"eph <br />'2..r.r. Avl.. i4'd. <br /> <br />lh <br />16 <br />20 <br />2' <br />2. <br />,. <br />,. <br />)I) <br />)2 <br />'" <br />36 <br />)6 <br />'" <br />'.42 <br />"" <br />'" <br />48 <br />..~. <br />Sh <br />56 <br />~ <br />.60 <br />62 <br />64 <br />66 <br />66 <br />70 <br />72 <br />7k <br />76 <br />7. <br />50 <br />.62 <br />... <br />56 <br />.. <br />'" <br /> <br />o <br />1',2)0 <br />15,810 <br />n,no <br />179~l2O <br />2)1,;60 <br />19_1,760 <br />126~JdO <br />....... <br />S8,SIlO <br />33,600 <br />12,220 <br />1.... <br />'21:0-:' <br />10 <br />o <br /> <br />'IJ'.. <br /> <br />o <br />50 <br />150 <br />1.550 <br />~~950 <br />88,250- <br />156,500 <br />158,hoo <br />J25,650 <br />Slh,ooo <br />66,500 <br />h7~250 <br />)1),650 <br />-!9',900' <br />]$,100 <br />)).600 <br />:l2;SOC) <br />U,6SO, <br />11.000 <br />'lO~.koo, - <br />9,800 <br />',2'" <br />'8;750 <br />8.300 <br />r~900 <br />7,500 <br />7,150 <br />.,750 <br />.,550 <br />6~2SO <br />.,000 <br />5,800 <br />5,600 <br />5,Wo ' <br />5~250 <br />5~15o <br />5~~ <br />5,000 <br /> <br />.,~ <br /> <br />""", <br /> <br />l<, <br /> <br />" <br /> <br /> <br />~ ~:~,;.~ <br /> <br />I" "1' <br /> <br />0- <br /> <br />" ,'"~, <br /> <br />t"" <br /> <br />ARKANSAS R WATERSHED PURGATOIRE R. CO\.O <br />ftEiIlEW. REPORT SURVEY FOR FUlOD.. OONTROl.. <br />SPILLWAY DESIGN FLOOD DATA <br />TRINIDAD DAMSITE <br /> <br />~:. <br /> <br />. '~~ <br /> <br />",,,,. <br /> <br />SCALE AS SHOWN <br /> <br />ALBUQUERQUE DISTRICT ALBUQUERQUE N M <br />TO ACCOMPANY REPORT DATED Fll,.E NO. <br />JUNE 30, 1953 ARR-5 <br />APPENDIX B PLATE 7 <br />