NOTE: Rainfall and runoff amounts are watershed averages. Inflow is adjusted for storage changes at Smith Mountain, Leesville and Philpott projects upstream
Page 4/8 Date 18.10.2016 Size 0.56 Mb. #1188
NOTE: Rainfall and runoff amounts are watershed averages. Inflow is adjusted for storage changes at Smith Mountain , Leesville and Philpott projects upstream.
TABLE 3, Sheet 2 of 6
SUMMARY OF RESERVOIR CONDITIONS AND PERFORMANCE
FOR FISCAL YEAR 1997
WILMINGTON DISTRICT
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
YEARLY
PHILPOTT DAM AND LAKE
ROANOKE RIVER BASIN (CONT.)
INFLOW (c.f.s.)
Period of record avg.
(Sep 1929 - Dec 1993)
240
242
265
302
346
405
407
312
262
227
211
221
286
Fiscal year 1997
254
401
611
363
423
541
438
295
295
152
89
105
330
OUTFLOW (c.f.s.)
Maximum daily
456
667
1281
513
658
661
669
670
654
406
410
306
1281
Minimum daily
33
32
32
33
33
32
32
32
32
32
33
28
28
RAINFALL (inches)
Period of record normal
(Sep 1929 - Dec 1993)
4.13
3.48
3.61
3.68
3.51
4.61
4.12
4.68
4.67
5.22
4.68
4.74
51.13
Fiscal year 1997
3.49
5.20
8.21
2.68
4.26
5.59
6.54
0.89
5.56
4.06
2.90
5.25
54.63
RUNOFF (inches)
Period of record normal
(Sep 1929 - Dec 1993)
1.31
1.27
1.44
1.64
1.70
2.20
2.14
1.70
1.38
1.23
1.15
1.16
18.32
Fiscal year 1997
1.38
2.11
3.32
1.97
2.08
2.94
2.31
1.60
1.55
0.83
0.48
0.55
21.13
RESERVOIR ELEVATIONS (ft. m.s.l.)
End of month
971.59
972.32
972.88
972.79
973.29
973.77
974.92
973.64
974.23
972.41
969.64
967.80
--- ---
Guide curve at end of month
971.50
971.50
971.50
971.50
972.50
973.50
973.50
973.50
973.50
973.50
973.50
971.50
--- ---
Maximum elevation
972.52
974.19
975.72
972.96
973.76
974.87
974.95
974.92
974.76
974.15
972.43
969.65
975.72
Minimum elevation
971.56
971.47
971.50
971.46
972.24
973.30
973.22
973.23
973.34
972.37
969.60
967.78
967.78
GROSS GENERATION (MWH)
Period of record avg.
(Sep 1953 - Dec 1993)
1929.68
1728.36
1950.26
2238.81
1915.94
2631.91
3003.77
2615.28
2218.43
1970.67
2000.34
1979.72
26183.17
Fiscal year 1997
2452.58
3132.24
4121.09
3226.66
3183.45
4628.28
3289.50
3175.71
2333.65
2028.88
1866.67
1544.25
34982.96
Maximum daily
129.39
189.81
189.94
145.35
189.83
190.49
194.19
194.20
189.98
114.92
114.90
84.89
194.20
Maximum hour
8.61
8.04
8.06
8.07
8.11
8.11
8.24
8.24
15.64
15.56
15.68
15.60
15.68
FLOOD STORAGE UTILIZED (%)
0.0
1.6
14.8
0
0
7.4
8.1
7.9
6.5
1.3
0
0
14.8
FISCAL YEAR BENEFITS
Flood Control
$1,250,300
Headwater
$22,784
Power (net marketed)
$1,128,662
Water Supply
$0
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