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<br />Table 10 summarizes the condition, modelled in the detailed hydrologic analysis. Both
<br />the ]0- and ]QO-year storms were analyzed for eJ\isting and future development conditions. Two
<br />rainfall patterns based on Hydromet 51 and Hydromet 52 were modelled.
<br />
<br />Table 10 Hydrologic Conditions Modelled
<br />
<br />EJ\isting Developmenl Condition, Future Development
<br />
<br />Conditions
<br />TypeofRainfallPaltem
<br />
<br />1o-Year
<br />
<br />lOO.Year
<br />
<br />IO.Year
<br />
<br />loo.Year
<br />
<br />N
<br />It)
<br />-"'
<br />W;:
<br />E..Q
<br />ou..
<br />~~
<br />~
<br />IO
<br />-
<br />u5..:
<br />>:r:
<br />-..,.
<br />It)N
<br />- C>
<br />We:
<br />E'~
<br />"'
<br />e.x
<br />-OW
<br />>,
<br />I
<br />
<br />Uniform areally adjustcdrainfal]
<br />(Hydromet51)
<br />
<br />x
<br />
<br />x
<br />
<br />x
<br />
<br />x
<br />
<br />EUipticalstormeellpauern
<br />(Hydromet52)
<br />
<br />x
<br />
<br />x
<br />
<br />x
<br />
<br />x
<br />
<br />R("s\!lts
<br />The results of the hydrologic analysis have been presented in several fommts. A basin
<br />hydrologic map whiCh contains the basin boundary, regional basins, channel rOUling scheme,
<br />sub-basin locations, and design points is shown on EJ\hibit 1 which is containetJ ir. a map pocket
<br />altached 10 this report Flood discharge profiles for the various storrn types analyzed are shown
<br />on Figures ]4 through 21.
<br />Runoffamounls for the elliptical storrncell pattern (Hydromet52) are grealerthanthose
<br />produced by the uniform areally adjusted rallliall lHydromel 51). This is due 10 the
<br />concentratiOl\ofrainfall near the center of lhc basillandlheshortertrll vcldistancefromtheeelJ
<br />coretolheoulfall point. Therefore, the h}'drologlcresulls pertaining 10 the elliplical storm
<br />cell pallern are recommended for use in the MonUlnent Creek DrainaJ::e Basin Planning
<br />Study.
<br />
<br />IV.21
<br />
<br /> ~ N
<br /> '" "'
<br /> - -
<br /> W w
<br /> E E
<br />I e e
<br />-g. I -g.
<br />I I
<br />
<br />,
<br />,
<br />..nTn.....n..... ..
<br />,
<br />,
<br />,
<br />
<br />
<br />,
<br />,
<br />,
<br />,
<br />, '
<br />......_._.._..T..._..........~...............!.......-.......~...._.....
<br />, "
<br />, "
<br />, "
<br />: ':
<br />: ::
<br />, ,
<br />, "
<br />, "
<br />: .:
<br />: .,
<br />,
<br />. ,. ~
<br />....n...n.n_...._'........,.....................'_.....n.~n_...___n.. ~... _._...._..:n_nn_n..... (\J
<br />,
<br />, '
<br />, ,
<br />, ,
<br />,
<br />,
<br />, ,
<br />, ,
<br />, "
<br />........_.....................~........._.....;............ ............. ...~...._.........;..........
<br />, ",,"'"
<br />. . ..
<br />, , ,
<br />, , ,
<br />, , ,
<br />, , ,
<br />, , ,
<br />. .,.
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<br />. ...
<br />, , ,
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<br />: :.'
<br />, ,
<br />" .
<br />-.............i>..............~...............i.......... .. .t..............~................ ....-..........
<br />: ::
<br />: ::
<br />, "
<br />, "
<br />, "
<br />, "
<br />, ,
<br />, ,
<br />, ,
<br />,
<br />.............._..............~............... . .. ..........~..............-r............_.:-....._._..,... 52
<br />, "
<br />, "
<br />, "
<br />, "
<br />, "
<br />, "
<br />: :
<br />, ,
<br />
<br />o
<br />. ........ M
<br />
<br />,
<br />. .,.
<br />,.............>.__ ........~...n..n...... ...............f.nu.....n..~...............i.n.u...uuu ~
<br />,
<br />,
<br />
<br />-
<br />
<br />-
<br />
<br />(510) MOld
<br />
<br />~
<br />-
<br />.
<br />,
<br />~
<br />"'
<br />
<br />~
<br />
<br />wi
<br />0:2.
<br />N -~
<br />w"
<br />00
<br />ii~
<br />w,
<br />0&
<br />~ E.!
<br />"'i
<br />~~
<br />-
<br />
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<br />
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