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•~-- <br />• <br />• <br />\J <br />hood S:ud~e7 6 <br /> TARLE $.~om ylLte non of rein lafl inc rrment~ <br /> COllr l•TATIO:: OF STATIO\ K'E IOHTS <br /> Fluuon It r.n:.,'.I o. er I rcrrr.; cl Cvln ~ l1 e:cSll el st>:bn u'e.;Ct. rot C, r Lo: 'l: <br /> I <br />Talc orn Vol: eor. men I ; L~ c,.: .+ <br /> 111 I 17) pl 11 rtl I (V <br />.. <br />• <br />~ ~ ~ _ L fi <br />~ <br />I ]: U 5 ]•• ]i <br />' <br />.....~....~. <br />. ..".."..... .~........ <br />. ~ .......... <br />7 S <br />... <br />. <br />:1 1 <br />P~ + <br />.. .. ................ ........... ....... <br />.... ........... .5 0 <br />..... ] n L Pi i Cr <br /> (nVl'r T.S'f:p\ I1 V't\'}:IG IISFJ !. 5'E tt to it r]r'pi. t' ksl\r.5 17. 01' F.It 1+~±:\ <br />--_ --- ~ Sl~ucn .1 I S:Y.ISn n j E: o:mn C -.;u uo D <br />~ <br /> <br />~ 1CC.: ^1r•1 <br />. <br />7."v, mur. <br />.`.1m. rf. <br />> rl _ <br />C.l's>rf <br />~ <br />?LL rL l <br />> rf D J:r>rl. i :.: n+e r1 <br />> rl. o.:e,>rt <br />?f e•s rr > <br />C. <br />0 01+_:" <br />I .n~: r. <br />+•u-~ ^r <br />vl <br />I 111 I <br />_ " 1:1 1 Ol <br />I fII I <br />I r:l ^I 1 In <br />I r;, IL 1 111 ' CI q• n.. ~ <br /> <br />.. .......~. i <br />.........I <br />......... <br />o I. I <br />.........'..........I..........~ ... <br />..... .. <br />.. <br />......~ <br />... ... .... <br />.... . <br />........ <br />........ <br />: .. .. '... ......L <br />_ .. ..... ' ..... .... .r. DI: o0'7 ~ .......... ... .......~ <br />.. ..... o .. .. <br />I ^C'3 <br />... 0 i ........ . .... .... .1J I .IL n:p ' 0 ... <br />~ .......... . ..... Is i 0 t!. f 17• ' f"'• <br />... C C <br />' l ~ DC 0 <br />' 7 <br />• .LJ <br />, .Si Qn .bI Iv .4 I n:7 .':I 7: .frr) 1.9 <br />..... ,.. ~ .:] .7J i llf. i 7n I .f7 .1:'1 .C'. ' .1] OiL I 4 ~ 7: UIJ ' - : <br />1 f: 1 Ira 1 11 :I I n'•? s: ' `.7 ' Cri I m t: n': : ~+ <br />- 1 ^I 0 1 0 I 1 5a .1+' .I7r• ~ .." a <br />' 0 1 71 .77 f.'. R9 <br />_ 70!. A] <br />~ :911 1.f:•' 7Ti fii ]f .l•L :r(i fl .C" : <br />i IPn .rs ' <br />.: 7w' .s+i .t•;. 1::' ]] .r.. :c r. ~':r S.] <br />' ......... I 7 :.'. ]] I ... ~ : I .: 1 Sc I IP tu+ ' ] P. ; v .' .fti1 .Iat <br />7 H• ~ };: I L :v i Li I w; I 1 Co ' Jl r.; ~ J m' +~• nr. }p <br />L?' .]71 .Uf SGP I <br />~.i r•n' IN' t7' OBI ]•JI .CJ' nn. :r. <br />] .. + 111 .:., CCf• ' ] IP I .:D .n71 ! 1 Y: ~ C9 C:': ' J :] ~ . In rP1 I]• <br />' ++n' 0 0 I 15 0 U 10'. D I L ]U' lu' I•+ W1 <br />I r.'4 ' .M1 h.. ]tl .71 .PNI IWi <br />I L•a .L]J ]9: ,IL ,nom ,IVI <br />' ..... L :0 I . 1: ~ vL• I :. I• I . C77 I Or <br />. C. . U I ~ AI: I f 01 , . L: 1 . V ] Oq <br />- ........ i L cJ ~ .47 I •n... s ,; I o I o i :. a. , c: I .w: • . P: .D: ; o'I '. <br />. .e1r <br />- <br />.. <br />~.... 1 „a ~. ....... ~ <br />s r. 1.:-s ~.......... , <br />..•al r;r rai^`all incremcr.ts determined as the <br />.,:~'r:1•r o•:er the bas;n. Various retention <br />'~'- :u•a a>sumcd ur.ti] the total of the com- <br />ur 1? rain.`;:': c~cess equals the measured storm <br />•"~:i. .-t r. c?::.mple of this procedure is Fi,:cn <br />. •.:.i,!•t ~. ]t the concct re;u.^.:ion rate has <br />I:L••'n ..=s:m:ed :;,ter t\co trial:, a .air,iall <br />' ~ •"rrt\•r.;ien cnnv \': ill facilitate the se!u- <br />'•I.. :r. ;i7c c~:;^;nir of table 4. the cl:rce <br />' •irl I~,• 1;; ;:15';t tcroul;h the t\\u points rcprc- <br />' 1i:•'11 11:• ti:" coord:n::tc.c p.?5• 1.~, and 0.15. <br />_ ~ Ti:c correct rruntton rac correspond- <br />. ,~ 1 rain!.::! ~'xec+< of''.O inches \•:ould tht'n <br />,. ,1 r• from ;his c:;nc. <br />'J ill' liur..u1':: umc c( c?.cc;. rainfall is that <br />"1" 1:::rlnr \' I;ich raln;all Inn'c:.^•c:ri< c':cci'tl <br />' •'•.or.1~c rctcntiol: ra;c. fn the third tr::I. <br />...'. !. lS. L!u:':ltiun Lmc is :? bout's. <br />1, r /i.anar:hnq Drrrrt f'anuri lrq n{ Soil Qrt ~' <br />"' ~''Ir11 -Thr problem mo>t often cn- <br />countered in flood studies is the need for es- <br />timating runo^.' front a \eatershed fer \ehich <br />there arc no records of runoff or prce.pi:atio:l. <br />A n approach to soltaion e' this proL!en: is to <br />comp:: re runoff' charactcristu'< of the v:r:^'- <br />shed under stud}' \'•Ith tho>~ of n'a:ershrd~ fer <br />\chich records arc a\'ai!able. Pain charactcn <br />istics \••!:ich map be mop: readil}' contparcci i <br />es:ir^ah n~ the \'o!ur.:c of r::.^.o:!' that «'i!I re,u~; <br />from a ~icen amount of rain`all a:'c soil t;:pL' <br />tout cuter, v:i::ch includes land usa,:r. tThr <br />dt<:ributton of the runo!f, i.e., the unit;rrap't, ;< <br />comparrd on the ba=i. of ar\•a, c•h;:nrr: c!::u- <br />ac;eris:ics, ete.l Ubr:ousl~, a !.;teat dea; of <br />icd~:ncla must be used rn maL:n;- such cen;- <br />pari>on< bccaa.c u` the prrlt numLrr oC moil <br />t 5';~c> ;: r. t! c•v: cr' i;'pc< :ulrl ;hr m:u:r L•orn4ir.a- <br />tiuue thereof pos=iLlc \•:Ithla :L ~pcclfic \\atrr- <br />shcJ. 11one\'cr, nc:u minrnr,lrrt to>< rate: :1rc <br />a':: uri:ltrd \crih intloo dL•,I~n liuud> ~ lhcrrfurc. <br />