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Numter of Subcatcheents in the Runoff Block (NW).,., l00
<br />Numbe, of Channel/Pipes in the Runoff Block (NG).... 15B
<br />_ Runoff Water quality constituents (NRO)............. 10
<br />Runoff Land Uses per Subcatchment (NLU)............. 5
<br />Number of Elements in the Transport Block (NET),,,,, 150
<br />Number of Storage Junctions in Transport (RISE)..... 30
<br />Number of Input Hydrographs in Transport (NTH)....,. Be
<br />Number of Elements in the Extran Block (NEE)......., 209
<br />Number of Groundwater Subcatcheents in Runoff (NGWI. lee
<br />Number of Interface locations for all Blocks (NIE).. 201
<br />Number of Pumps in Extran (NEP)..................... 21
<br />Number of Orifices in Extran (NEO).................. 611
<br />Number of Tide 6ates/Free Outfalls in Extran (NTS)., 25
<br />Number of Extran Weirs (NEW),,,,,,,,,,,,,,,,,,,,,,,, 61
<br />Number of Extran printout locations (NPO)........... 30
<br />Number of Tide elements in Extran (NTE)............. 21
<br />Number of Natural channels (NNC).................... 20
<br />I Number of Storage junctions in Ertran (NVSE)........ 21
<br />Number of Time history data points in Extran(NTVAL), 50
<br />Number of Data points for variable storage elements
<br />in the Exbar Block(NVST).......................... 25
<br />Number of lnp;' Hydrographs in Ertran (NEH)......... lee
<br />Ittta/ltllltlltltttlttltltittltltllttlltlltllltltitllit
<br />1 Entry made to the EXTENDED TRANSPORT MODEL (EXTRAN) 1
<br />1 updated by the University of Florida (UF) and t
<br />1 CAMP DRESSER AND MCkEE IN:, (CDM), November, 1990. 1
<br />1 'Smooth runs the water where the brook is deep,' t
<br />t Shakespeare, Henry V1, 11, 111, 1 1
<br />itltittlitltlttlttzititlltllllllstlltlllltlitttlâșIt11tt
<br />-------------------------------------------------
<br />ENVIRONMENTAL PROTECTION AGENCY 1111 EXTENDED TRANSPORT PROGRAM lilt WATER RESOURCES DIVISION
<br />WASHINGTON, D.C. tits Ito$ CAMP DRESSER 6 MCKEE INC.
<br />$it$ ANALYSIS MODULE it$$ ANNANDALE, VIRGINIA
<br />ROUTE PAVEMENT AND ROOF AREAS INTO WETLAND X DETENTION BASIN
<br />IBYR-24HR STORM EVENT
<br />I
<br />Control information for simulation
<br />Integration cycles ................. 1440
<br />r Length of integration step is...... 66.11 seconds
<br />Simulation length .................. 14.10 hours
<br />Do not create equiv. pipes(NEOUAL). 0
<br />Use U.S. customary units for 110... 0
<br />Printing starts in cycle.........,.
<br />Intermediate printout intervals of. 1450 cycles
<br />
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