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A nnlysis: <br />Status of DEFAULTS at start of run. ( • May be reset by SET) <br />I Command file : C:\HYDRA\CMD\12962.CMD <br />I Input units are read as <br />: USA <br />I' Output sent to display <br />: Brief <br />1. Output sent to printer <br />: Off <br />1. Output sent to file <br />: Brief <br />I Paper width in inches <br />: 8.000 <br />I String to reset printer <br />: 27 51 36 18 <br />I String to set printer to compressed <br />: 17 15 <br />( String to set printer to 8 lines/inch <br />: 8 27 51 27 <br />( Name of printer <br />: Epson, FX series <br />I Print heading at top of page <br />: False <br />I Number of steps in hydrograph <br />: 196 <br />1 Step length in minutes <br />: 10 <br />I Significant flow in hydrograph <br />: 0.020 <br />1• Maximum plot value <br />: Selected by HYDRA <br />I Type of hydrographic plot <br />: Compact <br />I Sanitary flow by <br />: Diurnal Curve <br />I Delay to start of actual storm <br />: 0.00 <br />I Rational Method computations <br />: Hydrograph <br />I SCS computations <br />: Santa Barbara <br />I Continuous simulation computations <br />: On <br />I' Maximum d/D for pipe design/analysis <br />: 0.900 <br />1• Match point position on pipe <br />: 0.00 or Invert <br />1• Number of allowable diam drops <br />: 999 <br />1• Mimimum drop thru manhole <br />: 0.000 <br />I Routing technique <br />: Quick <br />1• Calculate sanitary flows <br />: True <br />1• Calculate infiltration flows <br />: True <br />I• Calculate storm flows <br />: True <br />I• Calculate mist flows <br />: True <br />----------------- <br />1: JOB 12962 SOUTH EVERETT POST OFPIrE <br />PARKING LOT <br />2: TOT 1.55 (6 MONTH-0.99 2YR-1.55 10YR-2.25 1OOYR-3.25, <br />3: REM STORM TOTALS FROM THE EVERETT STORMWATER MANAGEMENT MANUAL <br />4: STE 10 <br />5: FIL scs la.INC <br />13 <br />