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<br /> I.
<br /> November 13,1997 BHIOOFI4.S0T
<br /> I 31 136 4 C~NEL 30 2700. 0120 2,0 20 .070 4,00
<br /> QVERFL()O 200 2700. 0120 20,0 20.0 085 10.00
<br /> 132 32 a I 0010 ,0 ,0 001 10.00 0
<br /> 32 133 CHANNEL 1.0 1200. 0250 2,0 2,0 .050 2.00 0
<br /> I QVERfLo.l 10.0 1200 0250 ZtLO 20.0 ,070 10.00
<br />I 133 33 0 1 0010 0 0 .001 HUO
<br />33 333 CHANNEL 1.0 2800. .0140 2,0 2,0 ,050 2.00
<br /> OVERFLI).l 10,0 2800. 0140 20.0 lO.a .070 10.00
<br /> 333 136 0 I. .0010 0 ,0 .001 10.00
<br /> 135 35 3 0 I. 0010 ,0 ,0 .001 10.00
<br /> I 134 136 3 ,0 I. .0010 0 ,0 .001 10.00
<br /> 35 335 4 CfWlNEL 1.0 2800. .0140 2,0 2,0 ,050 2.00
<br /> QV(RFLo..' 10,0 2800 .0140 20.0 20.0 .070 10.00
<br /> 335 136 a I. .0010 0 ,0 .001 10.00 0
<br /> 136 36 ,0 I. .0010 ,0 ,0 .001 10.00 0
<br /> I 36 142 CHANNEL 3,0 1900. .0130 2,0 2,0 .070 6.00 0
<br /> OVERFlCW 30.0 1900. 0130 20.0 20.0 ,085 15.00
<br /> 137 37 0 3 0 I. 0010 ,0 ,0 .001 10.00 0
<br /> 37 138 0 4 CHANNEL 1.0 2800. .0160 20 2,0 ,050 2.00 0
<br /> OVERFUll 10.0 2800. 0160 20.0 20.0 .1I7Q HUG
<br /> 139 39 3 ,0 I. .0010 ,0 ,0 .001 10.00
<br /> 1 39 \40 4 CHANNEL 1.0 2600. .0170 2,0 2,0 ,050 2.00
<br /> OVERFLo.l 10.0 2600. .0170 20.0 20.0 .070 10.00
<br /> \40 138 3 ,0 I .0010 ,0 ,0 .001 10.00
<br /> 138 38 3 ,0 I. DOHl ,0 ,0 .001 10.00
<br /> 38 142 4 ~N[L 1.5 1400 .0110 2,0 2,0 ,oso 2.50
<br /> 1 QV[RFLilo' 50,1) 1400. .ono 20.0 20,0 .070 10.00
<br /> 142 42 0 3 , L .0010 ,0 " ,001 10.00 0
<br /> 42 1941 0 I CHANNEL 10.0 3300. .Dno 4.0 10.0 .070 10.00 0
<br /> 1942 \43 4 3 ,0 L 0010 ,0 ,0 .001 10.00 1941
<br /> DIVERSI~ TO GUTTER M..teERl941 . TOTAl Q VS DIVERTED Q IN CFS
<br /> 100.0 ,0 1000,1} 900.0 3000,0 2800.0 5200.1} 4800.0
<br /> I 1941 41 , 3 ,0 I. .0010 0 ,0 ,001 10.00
<br /> \43 43 , 3 ,0 I .0010 ,0 ,0 .001 10.00
<br /> \41 41 0 3 0 I. .0010 ,0 ,0 .001 10.00
<br /> 41 \45 0 4 CHANNEL 3,0 3800. .0110 2,0 2,0 .070 6.00
<br /> OVERFLOW 50,1} 3800. .OIla 20.0 20.0 ,085 15.00
<br /> 43 \45 CHMlNEL 10 1300. .0040 2,0 2,0 .070 2.00 0
<br /> 1 OVERFlOn' 15.1} 1300 .0040 15.0100.0 ,085 10.00
<br /> \48 49 " I 0010 ,0 ,0 .001 10.00 0
<br /> \49 49 , L .0010 0 ,0 .001 10.00 0
<br /> 49 51 CHANNEL 1.5 3100. .0150 10 2,0 .070 2.50 0
<br /> OVERFLlJj 12.0 3100. 0150 20.0 20.0 ,085 10.00
<br /> I 151 1890 ,0 I 0010 ,0 ,0 ,001 10.00
<br /> 1890 1900 l8 2 PIPE ,0 I. .0010 " ,0 ,060 ,10
<br /> RESERVOIR STOOAGE IN ACRE-FEET VS SPILLWAY MFLCW
<br /> ,0 ,0 ,0 3.7 ,0 7,3 ,2 10.9 ,5 19.0 1.2 24.5
<br /> 2,1 29.0 3,5 32.8 5,1 36.3 6,9 39.5 7,9 58.7 8,9 119.4
<br /> 9,9 203.4 11.0 3051 12.0 422.0 13.1 552.1 16.0 900.0 20.0 1450.0
<br /> 1 1900 51 0 3 ,0 L 0010 ,0 ,0 .001 10.00 ,
<br /> 51 158 0 4 ~NEL \5 2500 .0150 2,0 2,0 .070 2.50 0
<br /> OVERFlo.o 12.0 2500. 0150 10,0 10.0 ,085 10.00
<br /> 154 54 ,a I .0010 0 ,0 .001 10.00
<br /> 54 155 C!-1ANNEl 1.0 900. 0050 20 2,0 .050 2.00
<br /> OVERFLo.o 100.0 900 0050 20,0 20.0 .070 10,00
<br /> 1 155 55 ,0 I. .0010 0 ,0 .001 10.00
<br /> 55 156 C!-1ANNEL 1.5 1900 .0090 2,0 2,0 .050 2.50
<br /> OVERFUll 100.0 1900. 0090 20.0 20.0 .070 10.00
<br /> 156 56 0 I .0010 0 ,0 .001 10.00
<br /> 56 157 C!-1ANNEl 1.5 2200 0280 2,0 2,0 .050 2.50
<br /> 1 OVERFUll 100.0 2200. .0280 20.0 20.0 .070 10.00
<br /> 157 ;7 0 I 0010 ,0 0 .001 10.00 ,
<br /> ;7 158 C!-1ANNEL 1.5 1600. .0160 2,0 2,0 .065 2.50 0
<br /> OVERFlo..r 12,0 1600 .0160 20,0 20,0 ,080 10.00
<br /> 158 58 0 I .0010 ,0 ,0 '01 10.00
<br /> 58 160 C!-1AN~EL 2,0 3000 .0200 2,0 2.0 'lD 4.00
<br /> 1 OVERFLo.o ZOO 3000 0200 20.0 20.a ,,, 10.00
<br /> 150 60 0 ,a I 0010 " ,0 001 10.00 ,
<br /> " 163 0 CHAN~EL 2,0 2700 0090 1,0 2,0 .070 4.ao 0
<br /> QVERFLCll 20.0 2700. 0090 20.0 20.0 090 10.00
<br /> 161 61 , I 0010 ,0 ,0 001 10,00
<br /> 1 61 162 C!-1AN~El l.'J 2000 0200 10 2,0 .060 2,00
<br /> OVERFlCll 10,0 2000 .0200 20.0 20.0 .085 10.00
<br /> 162 163 3 a I. .0010 0 ,0 .001 10.00
<br /> 163 63 3 a I 0010 0 0 .001 10.00
<br /> 63 144 4 CHAN~EL 2,0 2400 .0100 2,0 2,0 .070 4.00
<br /> OVERFLo.o 20.0 2400 .0100 20.(J 20.0 .085 10.00
<br /> 1 144 \45 ,0 I 0010 , ,0 .001 10.00
<br /> 145 45 0 I. 0010 0 ,0 001 10.00
<br /> 45 146 CHANNEL 3,0 300 0090 1,0 2,' .070 6.00
<br /> OVERFLOW 30,0 300 .0090 20.0 20.0 ,085 15.00
<br /> 146 46 3 0 I. 0010 0 ,0 .001 10.00
<br /> 164 64 3 a I .0010 0 0 .001 10.00
<br /> I 64 165 4 CHAN~tL 2,0 1400 .0070 2,0 2,0 .070 4.00
<br /> OVERFLOW 20.0 1400 .0070 20.0 ZO.:) 085 10.00
<br /> 46 165 CHANNEL 20 2200 .0050 20 2,0 .070 4,50
<br /> OVERFLOW 20.0 2200 0050 200 20.0 085 15,00
<br /> 165 65 3 0 1 0010 0 ,0 .001 10,00
<br /> 1 65 166 4 CHANNEL 30 1500. 0030 1,0 2,0 ,,, 5.50
<br /> OVERFLo.o 250 1500 .0030 20.1J 20.a ,080 2a.oa
<br /> 166 170 0 I 0010 0 0 .001 10.00 0
<br /> 167 67 , I 0010 ,0 ,0 .001 10.00 ,
<br /> 67 168 CHANNEL LO 1800 .0060 2,0 2,0 060 2.00 0
<br /> QVERFLo.o 10.0 1800 .0060 20,0 2<10 ,085 10.00
<br /> 1 10
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