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FOR FISCAL YEAR 1999 WILMINGTON DISTRICT
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Page | 4/5 | Date | 18.10.2016 | Size | 0.54 Mb. | | #928 |
| FOR FISCAL YEAR 1999
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OCT
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NOV
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DEC
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JAN
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FEB
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MAR
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APR
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MAY
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JUN
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JUL
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AUG
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SEP
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YEARLY
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B. EVERETT JORDAN DAM AND LAKE
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CAPE FEAR RIVER BASIN
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INFLOW (c.f.s.)
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Period of record avg.
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(Jan 1929 - Dec 1993)
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904
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1075
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1562
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2608
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3058
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3023
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2264
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1331
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1056
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976
|
878
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830
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1623
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Fiscal Year 1999
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|
239
|
231
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703
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3342
|
1294
|
1597
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1335
|
996
|
214
|
366
|
387
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6709
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1445
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OUTFLOW (c.f.s.)
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Maximum daily
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|
606
|
504
|
3465
|
6777
|
16564
|
2763
|
12760
|
6341
|
555
|
581
|
644
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12103
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16564
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Minimum daily
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|
192
|
333
|
125
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129
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393
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393
|
393
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264
|
196
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292
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216
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202
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125
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RAINFALL (inches*)
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Period of record normal
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(Jan 1908 - Dec 1993)
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3.15
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2.88
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3.38
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3.67
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3.52
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3.95
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3.42
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3.80
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3.96
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4.91
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4.56
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3.52
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44.72
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Fiscal Year 1999
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1.31
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1.77
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4.58
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5.88
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6.15
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2.72
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4.32
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1.86
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2.21
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3.87
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3.33
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15.92
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53.92
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RUNOFF (inches*)
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Period of record normal
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(Jan 1929 - Dec 1993)
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0.62
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0.71
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1.07
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1.78
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1.88
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2.06
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1.49
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0.91
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0.70
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0.67
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0.60
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0.55
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13.04
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Fiscal Year
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0.16
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0.15
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0.48
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2.28
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0.81
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1.09
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0.88
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0.68
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0.14
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0.25
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0.26
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4.43
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11.61
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RESERVOIR ELEVATIONS (feet, m.s.l.)
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End of month
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211.65
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210.58
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212.92
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219.95
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216.23
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216.65
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217.57
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216.02
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214.76
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214.04
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213.46
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223.32
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-------
|
Guide Curve at end of
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month
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216.00
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216.00
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216.00
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216.00
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216.00
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216.00
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216.00
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216.00
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216.00
|
216.00
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216.00
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216.00
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--------
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Maximum elevation
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213.20
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211.65
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212.95
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222.25
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219.91
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218.10
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218.06
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218.70
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216.02
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214.76
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214.04
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223.62
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223.62
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Minimum elevation
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211.65
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210.55
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210.30
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212.91
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216.09
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215.89
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216.10
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216.02
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214.76
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214.04
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212.54
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213.27
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210.30
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FLOOD STORAGE UTILIZED (%)
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0.0
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0.0
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0.0
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18.5
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11.1
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5.7
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5.6
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7.4
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0.1
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0.0
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0.0
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23.3
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FISCAL YEAR BENEFITS
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Flood Control
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$11,436,100
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Water Supply
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$203,498
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NOTE: Rainfall and runoff amounts are watershed averages
TABLE 5
SUMMARY OF RESERVOIR CONDITIONS AND PERFORMANCE
FOR FISCAL YEAR 1999
WILMINGTON DISTRICT
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OCT
|
NOV
|
DEC
|
JAN
|
FEB
|
MAR
|
APR
|
MAY
|
JUN
|
JUL
|
AUG
|
SEP
|
YEARLY
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W. KERR SCOTT DAM AND RESERVOIR
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YADKIN-PEE DEE RIVER BASIN
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INFLOW (c.f.s.)
|
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|
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Period of record avg.
|
|
|
|
|
|
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(Jan 1940 - Dec 1993)
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|
483
|
496
|
530
|
616
|
670
|
803
|
747
|
675
|
555
|
495
|
507
|
450
|
585
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Fiscal Year 1999
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|
310
|
264
|
356
|
593
|
506
|
495
|
428
|
389
|
265
|
465
|
244
|
219
|
378
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OUTFLOW (c.f.s.)
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Maximum daily
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|
600
|
281
|
757
|
1712
|
761
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845
|
813
|
903
|
474
|
1471
|
306
|
268
|
1712
|
Minimum daily
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|
278
|
237
|
237
|
259
|
281
|
316
|
281
|
234
|
197
|
234
|
231
|
183
|
183
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RAINFALL (inches*)
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Period of record normal
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|
|
|
|
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(Jan 1940 - Dec 1993)
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4.03
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3.82
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3.82
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3.70
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3.98
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5.22
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4.31
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4.91
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4.73
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5.08
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5.27
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4.55
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53.42
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Fiscal Year 1999
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3.48
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1.48
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3.28
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5.55
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6.18
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3.53
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4.54
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4.55
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4.06
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5.59
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2.29
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4.02
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48.55
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RUNOFF (inches*)
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Period of record normal
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|
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|
|
|
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(Jan 1940 - Dec 1993)
|
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1.52
|
1.51
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1.66
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1.94
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1.90
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2.52
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2.27
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2.12
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1.68
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1.55
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1.59
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1.37
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21.63
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Fiscal Year 1999
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|
0.97
|
0.80
|
1.12
|
1.86
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1.44
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1.55
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1.30
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1.22
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0.81
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1.46
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0.77
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0.67
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13.97
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RESERVOIR ELEVATIONS (feet, m.s.l.)
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End of month
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1029.21
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1028.94
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1030.13
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1030.00
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1030.20
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1030.09
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1031.39
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1030.02
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1030.18
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1030.14
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1028.84
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1028.78
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-----------
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Guide Curve at end of
|
month
|
1030.00
|
1030.00
|
1030.00
|
1030.00
|
1030.00
|
1030.00
|
1030.00
|
1030.00
|
1030.00
|
1030.00
|
1030.00
|
1030.00
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-----------
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Maximum elevation
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|
1030.33
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1029.53
|
1031.29
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1033.81
|
1030.73
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1030.75
|
1031.49
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1031.66
|
1030.37
|
1031.77
|
1030.14
|
1028.83
|
1031.77
|
Minimum elevation
|
|
1028.31
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1028.94
|
1028.68
|
1030.03
|
1029.98
|
1029.97
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1029.95
|
1030.01
|
1028.81
|
1029.90
|
1027.79
|
1026.33
|
1026.33
|
|
|
|
|
|
|
|
|
|
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|
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FLOOD STORAGE UTILIZED (%)
|
0.42
|
0.0
|
2.16
|
5.67
|
1.28
|
1.32
|
2.44
|
2.53
|
0.65
|
2.83
|
0.25
|
0
|
5.67
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
FISCAL YEAR BENEFITS
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Flood Control
|
$292,000
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Water Supply
|
$132,564
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|
|
|
|
|
|
|
|
|
|
|
|
|
NOTE: Rainfall and runoff amounts are watershed averages
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