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Number of Subcatchments in the Runoff Block (NW).... 100 <br />Number of Channel/Pipes in the Runoff Block (NG).... 150 <br />Runoff Water quality constituents (NRQ)............. 10 <br />Runoff Land Uses per Subcatcfinent (NLU)............. 5 <br />Number of Elements in the Transport Block (NET)..... 150 <br />Number of Storage Junctions in Transport (NTSE)..... 30 <br />Number of Input Bydrogr,,.* in Transport (YTS)...... 80 <br />Number of Elements in the Extran Block INEE►........ 200 <br />Number of Groundwater Subcatchments in Runoff (MGW). 100 <br />Number of Interfar* locations for all Blocks (NIE).. 200 <br />Number of Pumps in Extran (NEP)..................... 20 <br />Number of Orifices in Extran (NOD) .................. 60 <br />Number of "ide Gates/free Outfalls in Bxtran (NTG).. 25 <br />Number of Extran Weirs (NEW) ........................ 60 <br />Number of Extran printout locations (NPO)........... 30 <br />Number of Tide elements in Extran (NTE)............. 20 <br />Number of Natural cbannels (NYC) .................... 23 <br />Number of Storage junctions in Extran (NVSE)........ 20 <br />Number of Time history data points in Extran(NTVAL). 50 <br />Number of Data points for variable storage elements <br />in the Extran Block(NVST).......................... 25 <br />Number of Input Bydroqraphs in Extran (NEB)......... 100 <br />ff►NHfflffiffMifllfffiflfffYNNffHfHHNHYffffif <br />+ Entry made to the EITMM TRANSPORT NODEL (EXTRAN) + <br />+ updated by the University of Florida (OF) and + <br />+ CANP DRESSER AND NCEEE INC. (CDN), November, 1990. + <br />f f <br />+ "Smooth rues the water where the brook is deep." + <br />+ Shakespeare, Henry VI, II, III, 1 + <br />MHfffllfHHYHMfffNfYNYYH/NH1fNffffffiNHlff <br />ENVIRONIENTAL PROTECTION AGENCY <br />WASHINGTON, D.C. <br />ROUTE SOUTH PVNT AREAS INTO SOUTH BASIN <br />25YR-210 STORM EVENT <br />Control intorration for simulation <br />Integration cycles ................. 2880 <br />fnf EXTENDED TRANSPORT PROGRAM flff <br />tiff Nff <br />++++ ANALYSIS NODULE *+++ <br />Length of integration step is...... 30.00 seconds <br />Simulation length .................. 24.00 hours <br />Do not create equiv. pipeslNEQUAL). 0 <br />Use U.S. customary units for I/0... 0 <br />Printing starts in cy:le........... 1 <br />Intermediate printout intervals of. 2890 cycles <br />H8 <br />WATER RESOURCES DIVISION <br />CAMP DRESSER A NCNEE INC. <br />ANNANDALE, VIRGINIA <br />