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<br />I August 25, 1997 BHI00FI3.S0T
<br />I "8 68 0 I 0010 0 ,0 ,001 10.00
<br />68 '" CHANNEL 10 2500. .0030 Z.O Z.O .050 Z.OO
<br /> QVERfllll 10.0 2500. .0030 20.0 20.0 060 10.00
<br /> '" 110 0 0 ( .0010 .0 0 .001 10.00 0
<br /> 110 69 0 0 ( .0010 .0 .0 .001 1000 0
<br />I 69 11\ 0 C~NfL JO JOOO. .0030 '.0 Z.O 010 '.SO 0
<br /> OVERfl()J 25.0 3000. 0030 20,0 20.0 .080 20.00
<br />171 " 0 ( .0010 .0 .0 001 10,00 0
<br />1100 1075 !J Z PIPE .1 ( DOHl .0 ,0 .016 10 0
<br /> RESERVOIR ST(RAGt IH ACRE-FEET 'IS SPILl~Y MFl(J,j
<br /> 0 0 .1 9.' .4 10.1 6 10.7 .8 11.3 10 11.9
<br />I (Z 12.4 1.5 12.9 U 17.9 Z.O 37.6 Z,\ SO.7 Z.Z 65,'
<br /> J.7 282.7
<br />1075 1001 8 J 0 I. .DOIO .0 ,0 ,001 10.00 "l:I.
<br /> OrVERSICJt TOQ./TTER 't....3HUOJO . TOTAl Q 'IS DIVERTED 0 IN CFS
<br /> .0 .0 13.1 .0 17.9 4.6 26.5 13.a 37.6 23.8 SO. 1 36,1
<br />I 65.' 51.3 282.7 266.4
<br />1001 1101 0 , PIPE 1.5 1015. .0181 .0 .0 .013 I.SO
<br /> OVERfUll 1.5 1015. .0181 10.0 10.0 .040 20.00
<br />1030 1302 CHAHHEl 10.0 750. .0207 10.0 10.0 .040 10.00
<br /> OVERFllli 210.0 750. .0207 20.0 20.0 .040 10.00
<br /> 1101 1076 !J , PIPE ,I I. .0010 ,0 .0 .016 ,10 0
<br />I RESERVOIR STCRAGE IN ACRE.FEET 'is SPILLWAY CllTFlCW
<br /> .0 .0 .0 '.Z .1 ,., ,I 10.6 ,Z 11.3 3 11,9
<br /> , 12.4 , 13.0 9 13.4 10 17.3 1.Z 24.2 1.Z Z8,4
<br /> 'I 89.8
<br /> 1016 1002 8 3 ,0 I. ,0010 .0 .0 ,001 10,00 1031
<br />I DIvERSr~ TO WTTER IU6ERl031 . TOT,I( Q VS DIVERTED a IN CF5
<br /> .0 .0 13.4 ,0 14.8 1.3 17.3 3.6 20.' 6.1 24.2 10.3
<br /> 28.4 14.4 89.8 74.6
<br />1002 1102 0 , PIPE 2.5 620. .0030 .0 ,0 .013 2.50 0
<br /> OVERFl(\1 2.5 620, .0030 zo.o 20.0 .040 zo,oo
<br /> 1031 1302 0 4 C\Wfl(l 10.0 100. .0200 10.0 10.0 ,040 10.00
<br />I OVERFUll 10.0 100. .0200 20.0 20.0 .040 20,00
<br />1102 1077 13 Z PIPE .1 I. .0010 ,0 ,0 .016 .10 0
<br /> RESERVOIR STCIVG: IH ACRE-FEET 'is SPILLWAY MfLCW
<br /> .0 .0 0 17.1 .0 17.5 .1 17.9 .2 18.3 .2 18,6
<br /> 3 18.9 .3 19.1 .4 19.3 4 19.7 ., 22.6 .5 24.6
<br />I ., 63.4
<br />1077 1084 8 J 0 1. .0010 ,0 .0 .001 10.00 1003
<br /> OIVERSIC* TO MTER It..tmRI003 - TOTAl 0 VS DIVERTEO Q IN as
<br /> .0 .0 17.1 17.1 19.4 19.4 19.7 19.5 zo., 19.6 22.6 19.7
<br /> 24.6 19.8 63A 20.8
<br /> 1003 1032 0 , PIPE 1.5 340, .0103 .0 ,. .013 I.SO 0
<br />I OVERFlCW 10.0 340. 0103 4.0 4.0 .013 10.00
<br />1037 1050 4 CHANNEL 1.5 2000. .0240 2.0 ,.. ,050 2.SO 0
<br /> OVERFLCW 12.0 2000. .0240 20.0 ZO.O ,060 10.00
<br />1300 1301 3 J .0 1. .0010 ,0 .0 .001 10.00 .1
<br /> TUE IN~ VS INFl()l IH CFS
<br /> .0 .0 I 150.0 24.1) 150.0
<br />I 131)1 1302 0 3 0 1. .0010 .0 .0 .001 10.00 0
<br />1302 1084 0 4 CHANNEL 6.' 750. .0010 11 11 .030 4.40 0
<br /> OVERFUll 10.0 750. .0010 40 4.0 .040 10.00
<br /> 1084 1032 .0 1. .0010 .0 ,0 .001 10.00 1051
<br /> DIVERSI()4 TO GITTER ",",ERIOSl . TOTAl a VS DIVERTED a IH CFS
<br />I 0 0 167.0 167.1} 567,0 167.0
<br />1032 1050 0 4 C\Wfl(l .0 460. .0314 4.0 4.0 .040 3.00
<br /> OVERFlCW 10.0 460. .1}314 10.0 10.0 040 10.00
<br />1051 1303 0 , PIPE '.0 107. 0197 .0 ,0 .013 5.00 0
<br /> OVERFlCW 10.0 100. .0211 10.0 10.0 0" 10.00
<br /> IDSO 1105 PIPE 8.0 70 0050 .0 0 .Im 10.DO
<br />I aVERfl(),j 8.0 70. ODSO 10.0 10.0 .040 20.00
<br />1105 1081 IZ 1 PIPE ,I I. .0010 .0 .0 .016 .10
<br /> RESERVOIR STIlVG: !H ACRE.FEET VS SPILLWAY ()JTFlCW
<br /> .0 .0 I ',7 A '.8 .7 ,., ., ,., l.2 10.0
<br /> 1.4 10.1 1.6 10.2 1.9 13.1 " 25.1 Z.4 42.2 3.8 176.0
<br /> 1303 lJ04 0 4 CH.ARHEl '.3 1400 0029 1.6 1.6 030 6.90 0
<br />I OVERFlClI 28.0 1400. 0029 20,0 20.0 040 20.00
<br />1208 1115 C~El l.O 2000 ;)190 1.0 2.0 .070 2.00
<br /> OVERFlCM 10,0 2000. .0190 20.0 20.0 .085 to.OD
<br /> 1081 1035 0 1 0010 0 .0 001 10.00 1013
<br /> DIVERSl~ roSUTTER"I.MlERI013. TOTAl QVSOIVERTEDQ INCFS
<br />I 0 0 9.1 9.7 10.2 10.2 13.1 10.3 18.4 10.3 25.1 10.4
<br /> 33.1 10.4 42.2 10.4 176.0 10.8
<br />1013 1106 0 PIPE 1.5 1Z9O .0106 0 .0 013 I. SO 0
<br /> OVERFlCW 1.5 1290. 0106 20.0 20.0 .040 20.00
<br /> 1103 1079 IZ Z PIPE I 1. .0010 .0 .0 .016 .10
<br /> RESERVOIR STffiAGE IN ACRf>FEET VS SPILLWAY ()JTFLCW
<br />I 0 0 4 1.0 .8 7.7 1.0 7.9 1.Z 8,1 1.4 8,3
<br /> 1.6 86 1.8 8.8 2.0 20.4 Z.Z 41.4 2.3 54.4 3A 244.5
<br />1079 1052 9 3 .0 1. .aOIO 0 .0 .001 10.00 1004
<br /> DIVERSION ro GUTTER IUeERl004 . TOTAl a vs DIVERTED 0 IN CFS
<br /> 0 0 61 6.1 8.8 8,8 12.9 8.9 20.4 '0 30.0 9.1
<br />I 41.4 91 ,,. 9.3 244.5 la.2
<br />1004 1006 0 PIPE (5 " 0556 0 0 013 1.50 0
<br /> OVERFUll 1.5 " 0556 20.0 20.0 040 20.00
<br />1104 1080 14 2 PIPE .1 1 0010 0 0 0" 10
<br /> RE5ER'o'OlR STIJlAGE IN ACRE.FEET '/S SPILUJAY ()JTFLI).j
<br /> 0 0 .0 lA 1 2.8 I JI .2 J.4 .4 3.7
<br />I .6 4.0 8 4.2 1.0 4,4 l.l 5A IZ 97 l.J IS.8
<br /> 1.9 53A 1.9 500.0
<br />1080 IDSZ , 3 1. 0010 0 0 .001 10.00 1005
<br /> OI~ERSI~ TO GJTTER tt.teERI005 . TOTAl Q liS DIVERTED Q IN CFS
<br /> .0 .0 " '.Z 4.4 4.4 5.4 4.4 7.3 4A '.7 4.5
<br />I II
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