|
<br /> I,
<br /> November 13, 1997 BH 1 OOFI4.S0T
<br /> 1 126 45 15.8 4,5 63.4 4,8
<br /> 1005 1006 0 5 PIPE l.S 225, DOll 0 ,0 013 1.50 0
<br /> QV[RFl().O 1.5 225. .0071 20.0 20,0 040 20.00
<br /> 1052 1304 PIPE 10.0 130. 0150 0 ,0 .013 10,00
<br /> I OVERFL(),.j 10,0 130 0150 20,0 20,0 040 20.00
<br /> 1304 109l CHANNEL 7,6 1500 .0017 1.4 1.4 .030 7.50
<br /> OV[RFL(),.j 28,0 1500 0017 20.0 20,0 ,040 20.00
<br /> 1006 1I0B PIPE l.S 1140 0146 ,0 ,0 .013 1.50
<br /> OV[RFL(),.j 15 1140. 0146 20.0 20.0 ,040 20.00
<br /> 1707 IllS I I. 0010 ,0 ,0 .0lD 10
<br /> I 1711 1115 I I. 0010 ,0 ,0 .010 ,10
<br /> IllS 1053 17 1 PIPE ,I I. .0010 0 ,0 .016 ,10
<br /> RESERVOIR STOOAGE IN ACRE-FEET VS SPILLWAY OOTFlGl
<br /> ,0 ,0 ,8 ,4 2,4 1.4 6,3 9,4 12.6 14.6 26.7 20.2
<br /> J85 72.7 42.9 120.0 51.3 239.9 52,5 260.2 53,3 263.2 53.6 264.5
<br /> I sa,l 290_0 64,0 295.5 69.5 392.0 80.9 1021.0 106.8 4094.0
<br /> 1053 1209 0 5 PIPE 6,0 130 ,0200 ,0 ,0 .013 6.00
<br /> OVERFLa.I 20,0 45 .0578 10.0 10.0 .020 10.00
<br /> 1209 1054 4 CHANNEL 2,0 BOO .0130 20 2,0 .070 2.50
<br /> OV[RFLI)./ 12.0 BOO .0130 10.0 10.0 .085 10.00
<br /> 1007 1113 4 CHANNEL 2,0 BOO .0270 0 ,0 .013 2.00
<br /> I OVERFlC).' 10.0 BOO .0270 10.0 10.0 ,040 10.00
<br /> 1113 la08 16 1 PIPE I I. .0010 ,0 ,0 .016 ,10
<br /> RfSERVOIR STOOAGE (N ACRE-FEET YS SPillWAY CUTFll).j
<br /> ,0 ,0 3 6,7 17 10.6 2,3 11.6 3,0 12.5 3,6 13.4
<br /> 4,3 14.2 5,0 52.8 5,3 61.6 5.7 69.1 6,1 75.8 6,4 81.8
<br /> 1 6,8 87,4 7,2 92.6 7,6 97.5 80 10Z.Z
<br /> 1008 1054 0 5 PIPE 4,0 70, ,0200 ,0 ,0 .013 4,00
<br /> OVERFUll 10.0 70, ,0200 10.0 10.0 ,040 10.00
<br /> 1054 1114 PIPE 8,0 130. .0200 ,0 ,0 .013 8,00
<br /> OVERFl().j 8,0 130 .020a 10.0 10.0 ,040 ZO.OO
<br /> 1114 1096 4 CHANNEL 50 730, .0125 10.0 10.0 ,040 5.00
<br /> I OVERFll).j 105.0 730. .0125 10.0 10.0 ,040 20.00
<br /> 1096 1016 3 3 ,0 I. 0010 ,0 ,0 .001 10.00 lSllO
<br /> OIVERSI~TOQJTTER~ER1500 . TOTAl Q VS DIVERTED a IN CFS
<br /> ,0 ,0 37.0 0 1000.0 963.0
<br /> 1016 1211 0 5 PIPE 3,0 400. .0210 0 ,0 .013 3.00
<br /> OVERFll).j 10.0 400. .0210 10.0 10.0 ,040 10.00
<br /> I 1091 1500 ,0 I. 0010 ,0 ,0 .001 10.00 1305
<br /> OIVERSI~ TOQJTTER NlJ1IlER1305. TOTAL Q 'IS DIVERTED Q IN CFS
<br /> ,0 ,0 150.0 150.0 1000.(1 150.0
<br /> 1500 1210 0 3 ,0 I. 0010 ,0 ,0 .001 10.00
<br /> 1305 1306 0 4 CHANNEL 8,9 1250. .0007 2,0 2,0 .030 3,90
<br /> 1 QVERfll).j 25.0 1250. .0007 10.0 10.0 ,040 20.00
<br /> 1109 lOB3 11 1 PIPE 1 I .0010 ,0 ,0 .016 ,10
<br /> RfSERVOIRSTIJl.AGf(NA(Rf.FEETVSSPILlWAYCUTFlCli
<br /> ,0 ,0 ,2 5,1 ,3 52 ,5 54 ,6 5,5 ,8 5.7
<br /> 1.0 58 12 5,9 1.4 9,1 1.6 21.7 1.8 39,7 2,9 180.1
<br /> 1083 1009 8 3 0 I. .0010 ,0 ,0 .001 10.00 1034
<br /> I OIVERSI~ TO GUTTER NLHBERI034. TOTAL. Q 'IS DIVERTED Q IN CFS
<br /> ,0 ,0 6,0 ,0 9,1 3,0 14.6 8,4 Z1.7 15,5 30,1 23.8
<br /> 39.7 JJ3 180.1 173.1
<br /> 1009 1011 0 5 PIPE l.S 720. .0336 0 ,0 .013 ISlI
<br /> OVERFLo.I l.S 720. .0336 10.D 10.0 ,040 20.00
<br /> 1034 1306 4 CHANNEL 10.0 280. .0429 10,0 10.0 ,040 10.00
<br /> I OVERFLClI Z10.0 280 0429 10.0 10.0 ,040 20.00
<br /> 1306 1307 CHANNEL 8,4 2200. .0028 1.2 1.2 .030 4.8D
<br /> OVERFU)/ 20.0 2200. .0028 10,0 10.0 .040 20.00
<br /> 1210 1211 CHANNEL 10.0 900. .0070 10.D 10.0 ,040 ID.OO
<br /> QVERFLo.I 210.a 90a. .0070 10,D 10.0 .040 20.00
<br /> I 1108 1082 11 2 PIPE ,1 I. .aOl0 0 ,0 .a16 ,10
<br /> RESERVOIRSTCRAGEINACRE.FEETVSSPILLWAYOOTFLo.I
<br /> 0 0 ,2 P.2 ,5 18.1 7 18.9 1.0 19.7 1.2 ZO.5
<br /> 1.5 21.2 1.8 21.9 2,1 25.9 1.4 40.4 2.7 60.8 4,4 218.7
<br /> 1082 1211 9 3 0 I. .0010 0 ,0 .001 10.00 1010
<br /> 0IVERSICNTOGUTTERNlt1BERIOI0.TOTAlQVSDIVERTEDQINCFS
<br /> I ,0 0 16.7 16.7 22,2 22.2 25.9 22,6 32.2 229 40,4 23,2
<br /> 500 23,6 60.8 23.9 218.7 26.9
<br /> 1010 1011 0 5 PIPE 10 180. 0025 0 ,0 013 2.00
<br /> OVERFLo.I 10,0 180. 0025 100 10.0 040 10.00
<br /> 1211 :212 CHANNEL 100 850 .0165 10,0 10.0 .040 10.00
<br /> OVERFLo.I 210.0 850. .0165 10,0 10.0 .040 20,00
<br /> I 1011 :212 PIPE 3,0 700. .0143 0 ,0 013 3.00
<br /> OVERFLo.I 10,0 700. .0143 100 10.0 .040 10.00
<br /> t212 1213 CHANNEL 10.0 350 .0114 10,0 10.0 .040 10.00
<br /> OVERFL~ 210,0 360, 0114 10,0 10.0 ,040 20.00
<br /> lllO 1014 II 1 PIPE I 1 0010 0 ,0 .020 ,10
<br /> I RESERVQ1RSTffiAGEINA.CRE.FEETVSSPllLWAYQlJTFlo..r
<br /> 0 0 0 10.5 I 10.5 l.l 10,5 18 10,5 2,0 14.9
<br /> 1,1 22.8 I,J 33.1 1,5 45.3 17 59.1 1,8 74,4
<br /> 1014 1107 0 5 PIPE l.S 1300. .0314 0 ,0 .013 1.50
<br /> OVERFLOW 10.0 1300. 0314 10,0 10.0 040 10.00
<br /> 1107 1012 13 1 PIPE I I. 0010 0 0 .020 ,10
<br />, I RESERVOIR STORAGE IN ACRE-FEET VS SPILLj,jAY OOTFLo.I
<br /> 0 J I 36 I J,9 ,2 4,1 ,3 4.4 ,5 4,7
<br /> 8 4,9 l.l 5,1 15 5,4 1.7 5,5 1.9 18.9 25 75.1
<br /> 2,6 500,0
<br /> 1012 1213 0 5 PIPE 1.5 5BO 0081 0 ,0 OJ3 1.50
<br /> I OVERFLCW 10.0 580. .0081 10.0 10.0 040 10.00
<br /> 1213 1106 CHANNEL 10.0 465. .0163 10.0 10.0 040 10.00
<br /> OVERFLOW 210.0 465. .0163 10,0 10.0 ,040 20.00
<br /> 1106 1214 9 1 PIPE I I. 0010 0 ,0 .020 ,10
<br /> RESERVOIR ST(JI)f;[ li'4 ACRE.FEET VS SPILLWAY I)JTFLCW
<br /> 0 0 ,I 16.0 ,3 32,1 6 48.1 1.1 55.6 1.9 52.2
<br /> I 12
<br />
<br />
|