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Number of Subcatchsents in the Runoff Block INN).... III <br />Number of Channel/Pipes in the Runoff Block (NG).... 151 <br />Runoff Nater quality constituents (NRO)............. 11 <br />Runoff Land Uses per Subcatcheent (NLU)............. 5 <br />Number of Elements in the Transport Block (NET)..... 158 <br />Number of Storage Junctions in Transport (NTSE)..... 31 <br />Number of Input Hydrographs in Transport (NTH)...... 88 <br />Number of Elements in the Extran Block (NEE)........ 218 <br />Number of Groundwater 5& 0rhaents in Runoff (NSW). III <br />Number of Interface locit,,:,. ':r all Blocks (NIE).. 216 <br />Number of Pumps in Extran (ME,) ..................... 21 <br />Number of 0. fi-es in Extran INEO).................. 61 <br />Number of Tide Estes/Free Outfalls in Extran 016).. 25 <br />Number of Extran Neirs (NEW) ........................ 61 <br />Number of Extran printout locations (NPO)........... 31 <br />Number of Tide elements in Estrin (NTE)............. 21 <br />Number of Natural channels (NNCI.................... 21 <br />Number of Storage Junctions in Extran (NYSE)........ 21 <br />Number of Time history data points in Extran(NTVAL). 51 <br />Number of Data points for variable storage elements <br />in the Extran Block(NVST).......................... 25 <br />Number of Input Hydrographs in Extran (NEH)......... III <br />Itltltlitlttllttllitllitltlittl/tlittllttlltlltt111111t <br />t Entry side to the EXTENDED TRANSPORT MODEL (EXTRAN; t <br />1 updated by the University of Florida (UF) and 1 <br />t CAMP DRES`JER AND MCKEE INC. ICDM), November, 1998. 1 <br />1 1 <br />1 'Smooth runs the Niter where the brook is deep.' 1 <br />1 Shakespeare, Henry VI, 11, 111, 1 1 <br />itltlttttltttttltltttlttlltltttlllltllttltllttalttttltf <br />ENVIRONMENTAL PROTECTION AGENCY Itl$ EXTENDED TRANSPORT PR06RAM 1111 <br />MASHINGTON, D.C. tlll Itlt <br />tltt ANALYSIS MODULE is$$ <br />ROUTE PAVEMENT AND ROOF AREAS INTO SOUTH DETENTION BASIN <br />25YR-24HR STORM EVENT <br />Control information for simulation <br />Integration cycles ................. 1440 <br />Length of integration step is...... 61.11 seconds <br />t� Simulation length .................. 24.11 hours <br />Do not create equiv. pipes(NEOUAL). 1 <br />( Use U.S. customary units for 110... 1 <br />k� Printing starts in cycle........... 1 <br />'1 L Intermediate printout intervals of. 1451 cycles <br />HATER RESOURCES DIVISION <br />CAMP DRESSER I MCKEE INC. <br />ANNANDALE, VIRGINIA <br />