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� . �°� � <br /> p0RT�{W ST ENGINEERING COMPANY HYDRA Version 4. 12 <br /> BELLE�E�_WASHIi_GTON--- ----------- -------------------------==-==Page====1 <br /> � C:\AYDRA\CMD\ESPIOD.CMD ---- --------------------------' 15:15 2J-Oct-92 <br /> �t tus of DE?AULTS at start of run. ( * May be reset by SET) <br /> � �' Command file � C:\A DRA\CMD\ESPIOD.CMD <br /> Input units are rea as ? Brief <br /> * OutPUt sent to d15p aY <br /> * outpput seennt tto r7.h eY B ef <br /> � * PutcBrtqwiGth in �nAches � 6�000 <br /> N�rinCpto }nteprintereto 8�11nes�inch ; HewlettoPackard66LaserJet/LaserJet <br /> � Print�he�a�ding at top of page : True <br /> Numbe of tE�s �n h drograph : 255 <br /> Step en t mit�ut�s <br /> Si�pi�ic���t��a�uen hydrograph i 0�p10 <br /> � * Ma imum : Selected by HYDRA <br /> Type of �iy�rographic plot . compact <br /> Sa itar flow b : Diurnal Curve <br /> De�d� t� staFt �f aptua� storm : o 0f0 <br /> � Ra i na Met4ad com uta ions ; Santa Barbara <br /> Scs Com utation <br /> Continugus simu�ation computations : on <br /> * axi um d/D for � P desi n/analysis : 0.900 <br /> * �atc�i po�ht osi� gn onmp�ge ; 9�90 or Invert <br /> * imimeum ropl�thru�man�ole �PS � �•�98 <br /> � Routing technique : Qu ck <br /> * Ca1cu1ate sa 1tar flows : True <br /> * Calculate in�ilt��tion flows ; True <br /> * Calculate sCarm ows ; True <br /> * Calculate misc f ows <br /> � 3: REMp �lOVYR�24�HR�STORM EVENT <br /> 6: STE lOZ4 8 2. 68 2 3 .005 <br /> t TOT 2.30 <br /> 7: HYE 10 .004. 0054 .U054.0054.0054 .0054.0054.0064 . U064.0064.006 + <br /> B: <br /> 9; .006 .006 .007 .007 .007 .007 .007 .007 .008 .008 + <br /> J <br /> - <br />