WSP11824

• File Number: 8449.900
• Description: Bear Creek
• State: CO
• Basin: South Platte
• Date: 1/1/1991
• Author: Batchley Assoc.
• Title: Bear Creek Operational Study - Vol. 2 - Appendices Part III
• Water Supply Pro - Doc Type: Publication

I
'.loATE:
~ ov-9Q
IA) (B) (C) (D)
BOM BOM BoM
TOT PP FCP
ACCT ACCT ACCT
I (AF) (AF) (AF)
:951

BEAR CREEK RESERVOIR OPERATION STUDY
SCENARIO B, ~ITH BOOKOVER
(E) (F) (G) (H) (I) (J) (K) IL) (M) (N) (0) (P) (0) (R)
PP FCP FCP REL REL
BKOVR AVAIL BKOVR EVAP EVAP EVAP REC'T REC'T POT POT ALO~o SPILL EOM
ACCT SPACE CHG LOSS LOSS LOSS INFL~ MET SHORT STORG BKOVR BKOVR RIVER ACCT
(AF) (AF) (AF) (AF) (%) (~F) (~F) (AF) (AF) (~F) (~F) (~F) (AF) (~F)
L~KE~OOO ANNUAL SUMMARY

;lII------~~~i:~--~~:~--~~~:~--~~i:~----~:~---~:~---~:~--;~:~---~:~-----~:~---~:~---~:~--~~~;:~---~~;:~--~~;:~-----~:~-~~~;:~-

IAR 1132.4 50.0 550.0 532.4 0.0 4.4 1.3 77.4 6.0 0.0 0.0 0.0 1120.6 520.6 520.6 0.0 1120.6
:,1 1120.6 50.0 550.0 520.6 0.0 4.3 1.8 77.8 8.7 0.0 0.0 0.0 1105.8 505.8 505.8 0.0 1105.8
, 1105.8 50.0 550.0 505.8 0.0 4.2 2.5 73.0 11.7 0.0 0.0 0.0 1087.3 487.3 487.3 0.0 1087.3
1087.3 50.0 550.0 487.3 0.0 4.0 4.4 55.9 20.3 0.0 0.0 0.0 1058.6 458.6 458.6 0.0 1058.6
IUL 1058.6 50.0 550.0 458.6 0.0 3.8 4.7 45.5 21.1 0.0 0.0 0.0 1028.9 428.9 428.9 0.01028.9
',I 1028.9 50.0 550.0 428.9 0.0 3.6 4.0 45.3 17.2 0.0 0.0 0.0 1004.3 404.3 404.3 0.0 1004.3
1004.3 50.0 550.0 404.3 0.0 3.4 2.4 46.1 10.1 0.0 0.0 0.0 988.5 388.5 388.5 0.0 988.5
lCT 988.5 50.0 550.0 388.5 0.0 3.2 1.6 49.7 6.7 0.0 0.0 0.0 977_0 377.0 377.0 0.0 977.0
~I 977.0 50.0 550.0 377.0 0.0 3.1 0.5 51.2 2.0 0.0 0.0 0.0 971.4 371.4 371.4 0.0 971.4
l 971.4 50.0 550.0 371.4 0.0 3.1 0.3 52.6 1.3 0.0 0.0 0.0 966.7 366.7 366.7 0.0 966.7
. ----....._------.._---....._-----.._-----.._------._.----....-------.._----....._---_._-------._------------.------------.

rorAlS 46.1 24.2 108.3 0.0 0.0 0.0 0.0
,I ENGLE~COo ~NNU~L SUMMARY
. -------.._-------._-----._------.._------._-------._-------------_....--------------..---------------.---------------.-----
IAN 48.0 0.0 48.0 0.0 552.0 -2.2 0.2 3.3 0.0 0.0 30.0 0.0 19.9 0.0 0.0 0.0 19.9
;1 19.9 0_0 19.9 0.0 580.1 -2.2 0.5 1.4 0.0 0.0 21.6 8.4 0.0 0.0 0:0 0.0 0.0
0.0 0.0 0.0 0.0 600.0 -2_2 1.3 0.0 0.0 0.0 0.9 29.1 0.0 0.0 0.0 0.0 0.0
,PR 0_0 0.0 0.0 0.0 600.0 -2.1 1.8 0_0 0.0 100.0 0.0 0.0 100.3 0.0 0.0 0.0 100.3
:1 100.3 0.0 100.3 0.0 499.7 -1.8 2.5 6.9 1.1 300.0 0.0 0.0 398.4 0.0 0.0 0.0 398.4
398.4 0.0 398.4 0.0 201. 6 -1. 1 4.4 21.5 7.8 200.0 0.0 0.0 587.3 0.0 0.0 0.0 587.3
587.3 0.0 587.3 0.0 12.7 -0.1 4.7 26.5 12.3 0.0 75.0 0.0 495.4 0.0 0.0 0.0 495.4
lUG 495.4 0.0 495.4 0.0 104.6 -0.8 4.0 22.9 8.7 0.0 150.0 0.0 333.6 0.0 0.0 0.0 333.6
:J 333.6 0.0 333.6 0.0 266.4 -1.8 2_4 16.1 3.5 0.0 150.0 0.0 179.5 0.0 0.0 0.0 179.5
179.5 0.0 179.5 0.0 420.5 -2.4 1.6 9.5 1.3 0.0 75.0 0.0 104.1 0.0 0.0 0.0 104. I
104.1 0.0 104.1 0.0 495_9 -2.6 0.5 5.7 0.2 0_0 30.0 0.0 76.0 0.0 0.0 0.0 76.0
IEC 76.0 0.0 76.0 0.0 524.0 -2.6 0.3 4.3 0.1 0.0 30.0 0.0 48.2 0.0 0.0 0.0 48.2
:JIl-----------------------------------------------------------.------..------.-----------------------------------------------
LS -22.0 24.2 35_1 600.0 562.5 37.5 0.0

I

I

I

I

I

I