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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> Table 111-6 <br /> FLOOD VOLUME SUMMARY 1 <br /> All Values In Acre-Feet <br />Design2 DEVELOPED CONDITION <br />Point. 2 year 5 year 10 year 50 year 100 year <br />1 89.7 147.5 279.0 368.6 426.4 <br />2 89.7 147.5 279.0 368.6 426.4 <br />3 68.0 127.6 220.4 294.1 333.0 <br />4 48.7 90.3 152.4 204.7 231.7 <br />5 48.7 86.6 142.7 190.4 214.5 <br />B2 15.7 28.5 47.8 64.0 72.3 <br />6 33.0 58.1 94.9 126.4 142.2 <br />7 20.0 34.9 56.5 75.1 84.4 <br />E2 4.6 8.6 14.7 19.8 22.3 <br />8 15.4 26.3 41.8 55.3 62.1 <br />9 24.3 41. 9 68.2 92.3 104.6 <br />10 11.3 20.9 35.9 48.3 54.6 <br />11 101. 3 162.1 239.3 337.2 394.0 <br />12 75.2 121. 4 179.1 256.3 302.4 <br />13 30.4 46.9 61.8 95.1 118.5 <br />143 125.6 204.0 307.5 429.5 498.6 <br /> <br />3500 <br /> <br />3000 <br /> <br /> 2500 <br />Ul <br />"" <br />U <br />Z <br />H <br />r>l 2000 <br />~ <br />,,; <br />tI1 <br />U <br />Ul <br />H <br />Cl <br /> 1500 <br /> <br />NOTE: <br /> <br />1. <br /> <br />Table assumes all of sub-basin A contributes between <br />design points 3 and 4. <br />Design points located on Plate 1. <br />Neglects tributary area below Wadsworth Boulevard. <br /> <br />1000 <br /> <br />2. <br />3. <br /> <br />500 <br /> <br />7 <br />Figure 111-1 <br /> <br />FLOOD HYDROGRApHS <br />SJCD (SO) 6200 AT NEVADA <br />Future Development <br />Design Point 2 <br /> <br />DITCH <br /> <br />o <br /> <br /> c_ <br /> , <br />- <br /> - <br /> - 1 <br /> or " <br /> I <br /> '~ <br />f-- 1\ - <br /> 1\ <br /> \ 10 y 1\ <br /> , ! <br /> - <br /> I 1\ I <br /> " \ <br />f-' <br /> I\. <br /> - <br /> - <br /> I <br /> I <br /> , <br /> , f-- <br /> --F--~ <br /> " , ^ J'r <br /> , L <br /> I :..- 1'. -+----+-- -- f-- <br /> , - +--, . <br /> .-+-- <br /> I! <br />- J - <br /> .,.... <br /> <br />o <br /> <br />100 <br /> <br />200 <br /> <br />250 <br /> <br />300 <br /> <br />50 <br /> <br />150 <br /> <br />TIME (in minutes) <br /> <br /><\> <br /> <br />Leonard Rice Consulting Water Engineers, inc. <br />