2003-10-14_REVISION - M1992069 (3)

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North Eogleview Regional Drainage Gltomel Final Design - Modifv Eaoleview Pond soillwav. flume over #3 Ditch BBefs 100 yr storm XP-SWMM RUN oev3-100.xe I Kinematic Wave Approximations I I Time in Minutes for Each Condition I Con tluit Duration of Slope ~ Super- Roll Name Normal Flow Crit eria Critical Waves outfall 0. 0000 0. 0000 0. 0000 0.0000. Larson Up 0. 0000 0. 0000 12. 3958 0.0000 B CBC 0. 0000 603. 0000 26. 1667 0.0000 Pond Znlet 1. 2500 508. 2083 0. 0000 0.0000 Bunn 1 0. 0000 0. 0000 0. 0000 0.0000 p3-3 0. 0033 680. 0000 0. 0000 0.0000 >t3-2 0. 0000 0. 0000 0. 0000 0.0000 18^Fi 11 0. 0000 0. 0000 0. 0000 0.0000 Chan F-Pit 0. 0000 0. 0000 4. 916] 0.0000 Larson On 0. 0000 0. 0000 4. 9}6] 0.0000 CBC Apzon 0. 0000 685. 416] 29. 3333 0.0000 CBC Rock 0. 0000 634. 6250 18. 2500 0.0000 R3FCS 0. 0000 0. 0000 1. 7500 0.0000 F CBC 5. 2500 518. 4583 9. SB 33 0.0000 g3-6 0. 0833 6]]. 3333 0. 0000 0.0000 Hunn 2 0. 0000 0. 0000 0. 0000 0.0000 Bunn 3 603. 0000 603. 0000 9. 6667 0.0000 Hunn 4 39. 4167 90. 6661 0. 0000 0.0000 PSpi111-a 2. 6250 660. 4167 598. 041] 0.0000 Pntl5pi112 666. 3333 666. 3]50 2]3. 9503 0.0000 $3-4 0. 0000 677. 5833 0. 0000 0.0000 Y3 Spill 667. 0000 66]. 091] 3. 4167 0.0000 YSpilll-b 0. 3750 6fi 8. 2500 571. 3750 0.0000 YSpilll-c 0. 5-017 5]0. 8333 667. 9503 0.0000 M3-7 0. 0000 0. 0000 0. 0000 0.0000 ,y3-0 0. 0917 0. 091] 0. 0000 0.0000 I Table E14 - Natural Channel Ov ezbank Flow Information I <---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Aiea -----> Con dv it Left Center Right Left Center Right Left Center Right Maximum Name Velocity _ Velocity Ve _ ___ locity ______ ____ Elow _____ _ ___ Flow _____ Flow _________ __ __ Area ____ _ _ Area ____ __ Area ____ Depth ___ __ ________ _______ _ y3-3 _ ______ 0.0000 ________ 1.5423 0.2600 0 .0000 221 .6499 _ 1.6970 0. 0000 ___ 143. 7096 ___ 6.3331 ____ 9.1307 p3-2 0.0000 1.5999 0.2793 0 .0000 225 .3090 1.8767 0. 0000 145. 4150 6.8426 4.1701 p3-6 0.0000 0.9429 0.0371 0 .0000 98 .3283 0.0015 0. 0000 104. 3353 0.0410 3.2105 y3-4 0.0000 0.9209 0.1608 0 .0000 132 .7812 1.0412 0. 0000 144. 1850 6.9732 4.141] p3-7 0.0000 1.6330 0.0000 0 .0000 106 .2651 0.0000 0. 0000 65. 0850 0.0000 3.3262 y3-8 0.0000 2.0344 0.6659 0 .0000 105 .3099 4.5690 0. 0000 51. 7622 6.8616 3.2630 <------ - Existin g Conveyance Condition - ------> <- ---- Encroachment Con veyanc e Condition -----> Contluit Left Centre Aight Tot al Left Right Left Centre Right Tot al Left Right Flood Name Bank Channel Bank Station Station Da r~k Channel Bank Station Station Depth d3-3 0.0000 15961.7 118.30 15580 .1 7.2351 63.098 0 .0000 15461.7 118.38 15580 .1 7.2351 63.098 O.000O None /3-2 0.0000 15756.5 131.29 15887 .7 7.1999 fi3.597 0 .0000 15756.5 131.29 15887 .7 7.1999 63.597 0.0000 None 83-6 0.0000 9238.8 0.1926 9238 .9 8.0670 51.958 0 .0000 9238.8 0.1426 9238 .9 8.0670 51.958 0.0000 Nene p3-4 0.0000 15543.7 121.80 15665 .6 7.2252 63.237 0 .0000 15543.7 121.88 15665 .6 7.2252 63.231 0.0000 None 93-] 0.0000 5831.1 0.0000 5831 .1 19.842 39.015 0 .0000 SB 31.1 0.0000 5831 .1 14.892 39.015 0.0000 None 43-8 0.0000 4993.2 192.79 9636 .0 37.517 92.370 0 .0000 9993.2 19279 9636 .0 37.517 42.370 0.0000 None Model'gev3-100.xp' Poge 33 of 38