12 January 1998 Wilmington District Reservoir Regulation Activities for Fiscal Year 1997 Table of Contents


NOTE: Rainfall and runoff amounts are watershed averages. Inflow is adjusted for storage changes at Smith Mountain, Leesville and Philpott projects upstream



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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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