Laserfiche WebLink
<br />11-21 <br /> <br /> FIGURE -3D <br /> HYDROGRAPH FOR DETENTION POND 176 <br /> UNIVERSITY BOULEVARD (POND 10) <br /> 7 <br /> 6 '\ <br /> 5 <br />- <br />rJ) I '~ <br />- 4 <br />t) rn <br />-0 <br />LL ~ <br />LL rn <br />o 5 3 <br />Z ~ <br />::> <br />a: 2 <br /> ,.r~ '$ ~W'"''' "" '" , " <br /> . i.'!1Ii.'! l-j b''d'o''o'Hi:t'o''dW'o''o''o''o''o'**.~1.,..2...2.66l.,l.,l.,61. ' <br /> 1 ~ "OOOOOOOOO~ <br /> ~~ ~~"""""".ll <br /> o .11 <br /> 0 1 2 3 4 5 <br /> ____ 10-year Inflow __ SO-year Inflow -..- 100-year InDow <br /> --i3- 10-year Outflow __ SO-year Outflow -f!r- 100-year Outflow <br /> Most Probable Development <br /> TIME (hours) <br /> HYDROGRAPH FOR DESIGN POINT 52 <br /> QUARRY ROAD <br /> 2.S <br /> 2 <br />- <br />rJ) 1.5 .,M <br />- <br />t) rn If ~ <br />-0 <br />LL ~ <br />LL rn <br />o 5 <br />Z~ 1 <br />::::> <br />c: <br /> 0.5 - r~\ <br /> I ~ <br /> o ...... _J.l.U..L....A_ ...........11 <br /> 0 1 2 3 4 5 <br /> ____ 10-year, Most Probable Developmeot __ SO-year, Most Probable Devdopmeot <br /> -..- 100-year, Most Probable Oewlopmem <br /> TIME (hours) <br /> <br /> <br /> <br /> FIGURE 111-3C <br /> HYDROGRAPH FOR DESIGN POINT 278 <br /> DRY CREEK ROAD <br /> I <br /> ,(\ <br /> I A <br />- '.A.\ <br />rJ) <br />- ! ~~ <br />t) rn <br />-0 <br />u.Z <br />LL~ <br />o 5 ...-"- ~-= <br />Z ~ 2 <br />::> ( ~ I <br />a: <br /> 1 ~II <br /> o .. <br /> 0 1 2 3 4 <br /> ____ 10-year, Most Probable Devdopmeot __ 50-year, Most Probable Development <br /> -..- 100-year, Most Probable O_lopmCllt <br /> TIME (hours) <br /> HYDROGRAPH FOR DESIGN POINT 240 <br /> COUNTY LINE ROAD <br /> 4 <br /> 3 <br />u; ~~ <br />- <br />.8-~ <br />LL ~ 2 <br />LL rn <br />o 5 I~""'''"''~~=:: <br />z ~ <br />::> <br />a: <br /> 1 ............, <br /> '-. <br /> o .. <br /> 0 1 2 3 4 <br /> ____ 10-year, Most Probable Development __ SO-year, Most Probable Developmeot <br /> -..- 100-year, Molt Probable OevelopmCllt <br /> TIME (hours) <br /> <br /> <br /> <br /> <br /> <br /> <br />