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<br /> 9,000 <br />0 <br />z <br />0 8,000 <br />u <br />w <br />(fJ <br />II: 7,000 <br />w <br />IL <br />.... <br />W <br />w 6.000 <br />LL <br />U <br />iii <br />:::> 5.000 <br />u <br />;;; <br />uJ 4.000 <br />CJ <br />II: <br /><: <br />I 3,000 <br />u <br />(fJ <br />0 <br />z 2.000 <br /><: <br />w <br />::; <br />>- <br />--' 1,000 <br />;;: <br />0 <br /> <br />300 <br /> <br /> <br /> 250 .... <br /> w <br /> w <br /> .----- CrossRsectional area LL <br />. . w <br /> II: <br /> <: <br /> 200 :::> <br /> a <br /> (fJ <br /> ;;; <br />. <i <br /> w <br /> 150 II: <br /> <: <br /> --' <br /> <: <br /> z <br /> 0 <br /> Daily mean 100 i= <br /> u <br /> discharge w <br /> (fJ <br /> ch <br /> (fJ <br /> 0 <br /> 50 II: <br /> U <br /> <br /> <br /> 0 0 <br /> 1 6 11 16 21 26 31 5 10 15 20 25 2 7 12 17 22 27 <br /> JANUARY 1993 FEBRUARY 1993 MARCH 1993 <br /> Figure 18. Daily mean discharge and cross-sectional area, Hassayampa River near Morristown, Arizona, 1993. <br /> 50,000 9 <br /> 0 45,000 . . 8 <br /> z <br /> 0 . <br /> u Annual peak .... <br /> w 40,000 discharge w <br /> (fJ 7 w <br /> II: LL <br /> W . ~ Point of zero flow . ;;; <br /> IL <br /> .... 35,000 >-' <br /> w . 6 I <br /> w . CJ <br /> LL <br /> U w <br /> 30.000 . I <br /> iii w <br /> :::> . 5 CJ <br /> u <: <br /> ;;; 25.000 . CJ <br /> uJ ;,: <br /> CJ 4 0 <br /> --' <br /> II: LL <br /> <: 20.000 6 <br /> I <br /> U II: <br /> ~ 3 w <br /> N <br /> 0 15.000 ti.. <br /> '" 0 <br />" <: e- <br />w <br /> IL 2 z <br /> --' 10.000 0 <br /> <: IL <br /> :::> <br /> z <br /> z 5.000 <br /> <: <br /> 0 0 <br /> 1964 1968 1972 1976 1980 1984 1988 1992 1996 <br /> YEAR <br /> Figure 19. Point-of-zero-flow gage height and annual peak discharge, Hassayampa River near Morristown, <br /> Arizona. 1964-96. <br /> <br /> <br />Results 29 <br />