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Number o1 Subcatchments in the Runoff Block (NW).... 1B0 <br />Number of Channel/Pipes in the Runoff Block 06).... 150 <br />Runoff Water quality constituents (NROI............. lE <br />Runoff land Uses per Subcatchment (hLU)............. 5 <br />Number of Elements it the Transport Blecl IHETi..... :`i <br />Number of Storage Junctions in irans;crt MSE...... :2 <br />Number of input Hydregrap's it Traisprt Ih'n!...... 62 <br />Number :f Elements to the Extran Blot (NEE)........ 2111 <br />Num'.ar of E•cu-;.ater Sut:atci,=^ts in RunCff (NGR;• 111 <br />';.,cer of Interface locations for all Blccis (NIEI.• 200 <br />ti Oer of Funps in Extran (WEEP) ..................... 28 <br />hi^.ter of Orif::Es ir. Extran (NEC) .................. 61 <br />'i.r5er c' Tide Sates/Free Outfalls in Extran (NTGI.. 25 <br />Number of Extran Weirs (NEW) ........................ 68 <br />' N;r.ber cf Extran printout locations Will........... JB <br />Number of Tide elements in Extran INTEL............. 21 <br />r" Number o1 Natural channels (NNC).................... 28 <br />Number of Storage )unctions in Extran (NVSEI........ 21 <br />Number of Time history data points in Extran(NTVAL). 51 <br />r•l Number of Data points for variable storage elements <br />k in the Extran Flock(NVST).......................... 25 <br />Number of Input Hydrographs in Extran (NEH)......... 180 <br />Sri <br />ititltlltlllllltlltltttllitlllltllltllllillltllitlltlll <br />1 Entry made to the EXTENDED TRANSPORT MODEL IEXTRAN) 1 <br />1 updated by the University of Florida (UF) and 1 <br />t CAMP DRESSER AND MCKEE INC. (COM), November, 1990. 1 <br />I 1 <br />1 'Smooth runs the water where the brook is deep.' t <br />I Shakespeare, Henry V1, 11, 111, 1 1 <br />IItt111111tIt1111it111t111It111tIt1111111itllilttlllllt <br />r <br />----------------------------------------------------- --------------------------- <br />ENVIRONMENTAL PROTECTION AJENCY tilt EXTENDED TRANSPORT PROGRAM Ills <br />WASHINGTON, D.C. lilt m $tit <br />$$it ANALYSIS MODULE tilt <br />x ROUTE PAVEMENT AND ROOF AREAS INTO WETLAND I DETENTION BASIN <br />2YR-24HR STORM EVENT <br />Control information for simulation <br />Integration cycles ................. 1/I0 <br />Length of integration step is...... 68.11 seconds <br />Simulation length .................. 24.10 hours <br />Do not create equiv. pipes(NEDUAL). 1 <br />Use U.S. customary units for 1/0... 0 <br />Printing starts in cycle........... 1 <br />Intermediate printout intervals of. 1458 cycles <br />WATER RESOURCES DIVISION <br />CAMP DRESSER N MCKEE INC. <br />ANNANDALE, VIRGINIA <br />