|
<br />......~.~444~~~44.~~44"'~~~~..'4'..""',.,...~~..............................
<br />
<br />WATERSHED TITLE: GRANaVIEW TOWNHOHES - AREA 1 DEVELOPED
<br />
<br />100 VR, TYPE II STGRH: PR~CIPITATIGN: 5,9 ln,
<br />
<br />::::::::::::::;::;::::::;::::::::::::::::::::::::::::::::::::::::::::::::::::::
<br />
<br />SUKKARY OF rNPur PARAMETERS
<br />SUBAREA \1~~~) ~~~~~R IAIP R~~~)F (¡1n) A~~rsIC (~\nf A~~rs1T
<br />
<br />~__.M.W..~M_.~._~.M~~_M.~.~p~~..~._.~_ØP__.M__.M__M.___.~~~.__P~_._.__~__~_W.~_
<br />
<br />0,250 85 0,100 4,21 15.000 0.200 0,000 0,050
<br />
<br />-·.-.-----.~-~__~_.~___~_.~~~~M.__._~..~_.______._M._~___~.__.~~._.______~~__~.
<br />
<br />COMPOSITE 0,250 85 4,21
<br />
<br />INDIVIDUAL SUBAREA & COMPOSITE HYDROGRAPHS
<br />
<br />SUBAREA TIKE (hrs)
<br />11,0 11,9 12,2 12,6 12,8 13,2 13,6 14.0 15.0 17.0 20,0 26,0
<br />
<br />...~_..__..6~M_·~__~______.__~.___..~w.~_~~.____________.~_____.~._.__.______._
<br />
<br />0.0 0,2 1.2 0,4 0,2 0, Q,1 0.1 0.1 0,0 0,0 0,0
<br />
<br />..........-..... -............... ...._......_~-_.................. -....... .................... ........--............... ----........................................
<br />
<br />COMPOS. 0,0 0,2 1.2 0, 4 C, 2 0, 1 O. 1 0, 1 0 , 1 0,0 0, ° 0.0
<br />
<br />THE PEAK FLOW IS U cfs . OCCURS AT 12.2 hrs
<br />
<br />.......... .,... _.... p............... _........,................... or............. _._.. ..... __._....... po ...................................................
<br />......"............................................. ~4"'.... _....... "'...................................... .... ~.. ..;. ............. ......................
<br />
<br />¥*~**ii*i.ii****iiit***.~*tttt***i*****t*t****t*******ttttttt**tt***t*t********
<br />* P5UHK: KonULE <3·B> - SCS TR-55 TABULAR HETHOD *
<br />***tt*tttt**ttt*t*tt*t*tt*tt*~tt*t*t**tttt*i********.ttttt,tttttt*ttt**********
<br />
<br />WATERSHED TITLE: GRANDVrew TCWNHOMES - AREA 2 DEVELOPED
<br />
<br />100 YR, TYPE II STORM: PRECIPITATIon: 5.9 1n,
<br />
<br />................... ...... ......... .....,....-....... -.... .............. "'.................................................................. ..."..
<br />__.-It...oII.................... to........................ __.......... ___.~.. .__. .....,..........,........."'... ..............................
<br />
<br />SUMMARV OF INPUT PARAHETE~S
<br />
<br />SUBAREA AREA CURVE rA/P
<br />(acre) NUMBER
<br />
<br />RUNOFf rc
<br />(fn) (mfn)
<br />
<br />ADJ. n TT
<br />(~rs) (min)
<br />
<br />ADJ. n
<br />( hrs)
<br />
<br />..... .......... ....... -.................. -............ -.. "'............. .......... -.-.... ..........-..--...---..... ---- ....... -.....................
<br />
<br />Û.850 85 Q, iQQ 4,21 15,000 0,200 0,000 Q,DSO
<br />
<br />..... ....- -. -................................................................. ....--..-...........-.....,............ ...-........... ..................... -......
<br />
<br />COMPOSITE Q,ß50 85 4,21
<br />
<br />INor~IOUAL SUBAREA & COMPOSITE HYDROGRAPHS
<br />
<br />SUBAREA fIME (hrs)
<br />11.û 11,9 12.2 12.6 12.6 13,2 1U 14.0 1ö.O Il.O 20,D 2ß.O
<br />
<br />-"-~-"~~_·~-,,,,,P"~.."."-..-"......__...~...-...................._-___...._...............~~~.~~.~~
<br />
<br />0.1 0,8 3,9 1.5 0,6 0,4 0,3 0,2 0,2 0,1 0.1 O,D
<br />
<br />._....__.._...._..W__...___M....__..__..__............_~..~~......._..~___._........_~..._~___...____......_..
<br />
<br />COMPOS, 0,1 0,8 3,9 1,5 0,6 0,4 0,3 0,2 0,2 0,1 D,1 0.0
<br />
<br />THE PEAK FLOW IS a,g cfs - OCCURS AT 12,2 hrs
<br />
|