2003-10-14_REVISION - M1992069 (3)

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~ ~~ ~.. • North Eogleview Regional Drainage Charnel ~ Final Design - Madifv Eogleview Pond saillwav flume over if3 Ditch 88cfs 100 yr storm XP-SWMM RUN aev3-1OO.xo Conduit Timelexp) Ex pl*Cmin Time imp) Time (m in) Max Qchange Wobble Type of Soln i~ Ouif all 20.6579 20.6579 50.0000 31.1667 0.0498 0 .2655 Notmal So In l Larson up 50.0000 50.0000 50.0000 0.0000 2.]306 0 .0313 Normal So In B CBC 3.205] 3.2057 8.9636 0.0000 0.7728 1 .4553 Notmal Soln ~ Pond Inlet 18.2935 18.2935 50.0000 0.0000 2.3523 0 .5959 Normal Soln Bunn 1 25.2591 25.2541 50.0000 0.0000 2.2509 2. 9259 Notmal Soin ~ /3-3 6.5]01 6.5781 50.0000 0.0000 2.81]9 0 .6326 Normal Soln Y3-2 39.1184 39.1184 50.0000 0.0000 1.0633 3 .7511 Normal Soln I 18"Fill 50.0000 50.0000 50.0000 0.0000 0.0000 0 .0000 Normal Soln Chan £-Pit 4. Ofi 16 9.0616 9.6590 0.0000 9.2215 1. 0033 Normal Soln ~,~ Larson Dn 22.3188 22.3188 50.0000 0.0000 1.9531 0 .8023 Notmal Soln CBC Apron 1.7335 1.]335 8.09]2 12.2500 2.9989 0. 8728 Notmal Soln 1 r-i CBC Rock 1.8900 1.0900 12.6537 568.1667 -9.2909 2. 3291 Notmal Soln X3FC5 3.5328 3.5320 9.2360 0.0000 1.63]2 1. 94]6 Normal Soln (- F CBC 9.7643 4.7643 13.1180 0.0000 1.2376 1 .6550 Normal Soln ~ X3-6 17.2]65 1].2765 50.0000 0.0000 0.8120 0. 1330 Normal Soln Bunn 2 23.506] 23.506] 50.0000 0.0000 2.7052 2. 9227 Notmal So 1n I~~ Bunn 3 44.9051 94.9051 50.0000 0.0000 3.6395 1. 3637 Normal Soln Bunn 4 39.9964 39.9964 50.0000 0.0000 3.4576 1. 4698 Normal Soln PSpilll-a 1.9299 1.9299 9.215] 0.0000 10.209] 0. 4293 Normal Soln PntlSpi112 8.5172 8.51]2 15.1519 0.0000 5.7903 1. 0505 Normal Soln X3-9 2.9673 2.9fi73 28.6658 0.0000 6.0355 1. 3523 Normal Soln ' /3 Spill 20.5579 20.5579 50.0000 0.0000 1.2956 0. 1419 Normal Soln PSpilll-b 1.7939 1.7939 3.7953 0.0000 14.0670 0. 6236 Normal Soln ~ PSpilll-c 1.9962 1.9962 2.8058 108.4167 15.2916 0. 8768 Normal Soln /3-7 50.0000 50.0000 50.0000 0.0000 0.5201 0. 4592 Normal Soln X3-B 50.0000 50.0000 50.0000 0.0000 0.1557 0. 9661 Notmal Soln ' The conduit with [h e smaller[ ti me step limitation was..CBC Rock The conduit with th e largest wobble was .............. ... t3-2 The conduit with th e largest flow change in any consecutive time st ep ........... ..................... ...PSpilll-c ~ * i * ' ~ I Table E6. Final Model Condit ion 1 ' I This table is used for steady state I ' 1 I flow comparison antl is the informs tionl I savetl to the hot-r estart file. i ('~ 1=====__=====xinal =T=Se======12 .001 hours====3=====1 * i ~ Junction / Depth / Elevation =__> "*" Junction is Su mha rged. Pit 0+31/ 2.12 / 9671 .12/ RR britlge/ 1.03 / 4669.53/ X31] Epple/ 1.31 / 9]08.27/ I~ B/CBC up/ 1.02 / 4699 .5]/ B/CBC dn/ 3.60 / 4694.54/ Pond 321/ ]. 19 / 4699.54/ Weir/ 3.41 / 4689 .82/ Pond Fi ll/ 3.30 / 9689.82/ 93-177/ 3.42 / 9609.86/ 1 Hn 21+261 1.24 J 4683 .49/ F CBC 1+011 0.65 1 4611 J 1f 221 Drap/ 1.18 / 4697.081 1 CBC Drop1/ 4.59 / 4699 .54/ CHC Dro p2/ 9.59 / 4694.54/ Outlet Box/ 0.00 / 9687.36/ 93 FCS Op/ 3.41 / 9689 .81/ Y3FCS Dn/ 2.75 / 9689.05/ F CBC 0+91/ 0.77 / 4671.53/ X3-176/ 3.06 / 4689 .03/ Hn17+50/ 1.23 / 9680.03/ Bn19+00/ 0.91 / 9676.51/ ( ~ HnT+SD/ 1.10 / 4674 .10! Hn23+23/ 0.55 ( 4691.85/ Sp 11123+41( 0.06 ( 4689.81/ j Bn24+03/ 4.31 / 4694 .31/ Hn23+50/ 0.49 / 9692.71/ Bn23+75/ 0.39 / 4693.45/ I X3-175/ 2.95 / 4688 .77/ /3-170/ 2.95 / 9686.92/ ) Conduit/ F low =__> "* " Contluit uses the no rmal flow option. I Outfall/ ]0.53 / Larson Up/ 55.39 / e CBC/ 55.90 / Pontl Inlet/ 55.50 / Bunn 1/ 5].67 / /3-3/ 88.00 / -~ 93-2/ 08.00 / 10"Fill/ 0.00 / Chan F-Pit/ 57.92 / -_ Larson Dn/ 55.39 / CBC Apton/ 55.41 / CHC Rock/ 55.39 / 1 93FC$/ 86.66 / F CBC/ 5].91 / X3-6/ 86.66 / Bunn 2/ 5].73 / Bunn 3/ 57.77*/ Bunn 4/ 57.86 / I PSpilll-a/ 56.23 / PndSpi112/ 56.24+/ X3-9/ 86.66 / 1 93 Spill/ 1.34*/ PSpilll-b/ 56.24 / PSpilll-c/ 56.29 / ' X]-7/ 86.66 / X3-81 06.66 f 4ondWe ir/ 56.23 7 I j X3 Weit/ 1.39 / FREE X 1/ 70.53 / FREE Y 2/ 86.66 / i Conduit/ Velocity ~ Outfa ll/ 2.81 ( Lai son Up/ 2.95 ( 8 CBC/ 1.19 / I_~ Pond Znle[/ A3-2/ 0. 0] / 0.70 / Dunn 1/ 10^Fiil/ 2.20 / 0.00 / Y3-3/ Chan F-Pit/ 0.78 / 2.28 / Larson Dn/ 2.70 / CBC Apron/ 0.45 / CBC Rock/ 0.24 / I~ X 3FC5/ 4.74 / F CHC/ 2. ]4 / /3-6/ 0.95 / Bunn 2/ 2.22 / Bunn 3/ 2.07 / Bunn 4/ 2.31 / I PSpilll-a/ 3.68 / PndSpi112/ - 4.05 / X3-9/ 0.]6 / ~ /3 Spill/ 0.19 / PSpilll-b/ 3.92 / PSpilll-c/ 4.63 / ( ~ X3-7/ 1.50 / X3-0/ 1.91 / Conduit/ Witlth Outfa ll/ 19.78 / Larson Up/ 26.03 / B CBC/ 0.00 / Pond Inlet/ 133.82 / Bunn 1/ 31.42 / X3-3/ 45.89 / 1 93-2( 45.90 / 1B"F111( 0.01 ( CRan F-Pit( 40.30 ! Model "gev3-1OO.xp" Page 26 of 38