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~, <br />~, <br />• North Eagleview Regional Drainage Channel <br />Rnal Design -Modify Eaaleview Pond spillway. flume over #3 Ditch. 68cfs. IOO yr storm XP-SWMM RUN gev3-IDD.xo <br />tl/tltl/tlf//t//tl$tlA$tA$A$/i$$ii$$iY$$tRi$iiti$$At//t/$t%/t <br />A Ert try made fo the HYDRAULIC LayeilHlock) of SWMM A <br />A Last Updated October, 2000 by XP Software A <br />BY/%YAY%BRB%tlA%AAY%YYY/Y%%%t/YYYYtR%Y%AYAt%%RR/AAAAAYAtl <br />gev3 - North Ea gleview Regional Detention Pond <br />100 yr, new spillway, 1g than to gravel pit, BOcfs irr <br />HY DHAULICS TABLES IN THE OUTPUT FILE <br />These are the more important tables in the output file. <br />You can use your editor to find the table numbers, <br />for example: search for Table E20 to check ,continuit y. <br />This output file can be imported into a Aortl Processor <br />antl printed on US letter or A4 paper using portrait <br />mode, courier font, a size of 8 pt. antl margins of 0.75 <br />Table E1 - Basic Conduit Data <br />Table E2 - Conduit Factor Data <br />Table E3a - Junction Data <br />Table E3b - Junction Data <br />Table E4 - Conduit Connectivity Data <br />Tab Le E4a - Dry Weather Flow Data <br />Table E46 -Real Time Control Data <br />Table ES - Junction Time Step Limitation Summary <br />Table ESa -Conduit Explicit Condition Summary <br />Table E6 - Final Mo tlel Condition <br />Table E9 - Iteration Summary <br />Table EO - Junction Time Step Limitation Summary <br />Table E9 - Junction Summary Statistics <br />Table E10 -Conduit Summary Statistics <br />Table E11 -Area assumptions usetl in the analysis <br />Table E12 -Mean contluit information <br />Table E13 -Channel loss es (H) and culvert info <br />Table E13a - Culvert Analysis Classification <br />Table E19 -Natural Channel Overbank Flow Information <br />Table E15 -Spreadsheet Znfo List <br />Table E15a - Spreadsheet Reach List <br />Table E16 - New Conduit Output Section <br />Table E19 - Pump Operation <br />Table E10 - Junction Continuity Euor <br />Table E19 - Junction Inflow Sources <br />Table E20 - Junction Flooding and Volume List <br />Table E21 -Continuity balance at simulation end <br />Table E22 - Motlel Jutlgement Section <br />Time Control fmm Hydraulics Job Control <br />Year......... 96 Month....... <br />OdY........ .. 1 HOUY. .... ... <br />Minute....... 0 Second...... <br />Control information for simulation <br />Integration cycles ................. <br />Length of integration step is.. .... <br />Simulation length .................. <br />Do no[ create equiv. pipes(NEQUAL). <br />Use U.S. customary units for I/0... <br />Printing starts in cycle........... <br />Intermediate printout int etva is of. <br />Intermediate printout intervals of. <br />Summary printout intervals of ...... <br />Summary printout time interval of.. <br />Hot start file parameter (REDO).... <br />Initial time ....................... <br />0640 <br />5.00 secon tls <br />12.00 hours <br />0 <br />0 <br />1 <br />500 cycles <br />91.67 minutes <br />500 cycles <br />41.64 minutes <br />0 <br />0.00 Rours <br />Iteration variables: Flow Tolerance. 0.00010 <br />Head Tolerance. 0.00005 <br />Minimum depth (m or ft)......... 0.00001 <br />UndeYYelaxation parameter....... 0.85000 <br />Time weighting parameter........ 0.85000 <br />Conduit roughness factor........ 1.00000 <br />Flow atljustment factor.......... 1.00000 <br />Initial Condition Smoothing..... 0 <br />Courant Time Step Factor........ 1.00000 <br />Model "gev3-1OO.xp" Page 7 of 38 <br />