HomeMy WebLinkAboutKingcove Oldharbor Hydro 9 of 13 1982200
180 HYDROELECTRIC ENERGY
AVAILABLE FOR SPACE
HEATING — — ,
WE*
140 DIRECT ELECTRICAL
DEMAND(NOT
INCLUDING HEATING
120 DEMAND)
100
l
80 / \
HYDROELECTRIC
POTENTIAL
�\ N 2001 / 1
_ V
so ` /'sso /
40 � 1986
REQUIRED DIESEL ,
20 GENERATION
v
J F M A M J J A S O N D
MONTH
DETAIL DATA
2001500
� C \
TOTAL COMBINED DEMAND
f
lk
400
`
1990
300 \j 1985
200
` I
HYDROELECTRIC
POTENTIAL —
I
TOTAL ELECTRICAL
100 DEMAND
^ \ ✓ / 1990 2001
1985
0
J F M A M J
MONTH
A S O N U
OVERALL DATA
LARSEN BAY HYDROELECTRIC PROJECT
PROJECTED MONTHLY ENERGY GENERATION, DEMAND, AND USAGE
FIGURE
�/ 1
Div
FAC
ri
ALKWAY SURFACE
kEONCRET9 ENCASEMENT
HUMPY CREEK
PE 6
PENSTOCK
TOP OF ROOK
TYPE Di- CONCRETE ENCASED
PENSTOCK/ ACCESS ROAD TYPE
CONCRETE
ENCASED
ROADWAY IS STREAMSED,
EL 386.5
TT-Y�PE—IQ
TYPE I PENSTOCK INSTALLATION
TYPE I
TYPE III
TYPE II
390
+-F
Sea
370
30
350
24"(/jPENSTOC,K'
.
40
330
f
T
f 320
\
o
310300
4
HUMPY rREEK
280
J
\\
260
20
\
\\\\
240230
220
O
\
w
O
210
Q
WN
330
320
310
300
290
260
270
260
250
240
230
220
O 3 < OHOVSE 210
200 E m S O NOZZLWERE El 19S 200
ABANDONED CAN
0.00 1+00 2+00 3W0 4+00 5.00 6.00 i+00 9+00 9.00 10+00 Ib00 12.00 13+00 14.00 I6+00 AHON 17+00 16+00 19`00 20+00 21+00 22+00 23400 24+00 25+00 26+00 2N00 2W00 29W0
STATIONING FT NOTE- MEAN SEALEVEL ELEVATION = IOOft 3 SITE DATUM
PROFILE OF PENSTOCK/ACCESS ROAD
RING GIRDER SCALE • 1' • 100' HORIZ.
I"• 20' VERT.
27"/ STEEL PIPE
RING GIRDER 12,
1 `�� NATURAL GROUND (ROCK) ` 12' SELECT ROADBED FILL
IX2ESSER �� BACKFILLED
COOPLING SELECT ROADBED FILL TRENCH SLOPE 2% _
�— SLOPE 25L IS
NATURNATURGROUND
SLOPE �2% 3'COVER F3"MAND
ROADBED FILL NATURAL 1
(MIN.) GROUND(SOIL) 31 COVERu• ., v✓
I' (MIT BACKFILLED TRENCH
WBERGLASS PIPE i 2T"/ FIBERGLASS PIPE
TOPOF ROCK Jl TOP OF ROCKA BEDDING
SECTION q 12' ---i I
1 EACH SIDE " SAND REDOING
�- '-O(
ITYP) i
TYPE I- SIDEHILL (ROCK) TYPE II - LEVEL GROUND O.D..2'-O" TYPE IQ- SIDEHILL (SOIL)
(TYP)
TYPICAL PENSTOCK / ACCESS ROAD SECTIONS 0 4 B 12 16 20 24
SCALE; 1'"4' SCALE: 1"• 4'
_...ANCHOR BLOC �A BEARING LUBRICATION SET
TOO . \ \ PRESSURE SET
Pp \
_\ r
GOVERNOR
27"DIA. PENSTOCK Y� `' �-.
In B
M1
TURBINE SHUTOFF VALVE I —
\ 1 ---- TURBINE 6"DIA PENSTOCK GRAIN �-_-- -_
TAILRACE
ABANDONED DAM ELECTRICAL SWITCHGEAR
\ SPEED INCREASER
FLYWHEEL
PE STOCK I FLOOR EL 192 GENERATOR
ABANDONED WOOD STAVE 111
PENSTOCK
K EQUIPMENT MOUNTING SKID
1
m\\ PERSONNEL DOOR
I y
I OW RN U I•f \\ ''•GA T
I \�\ ~ EQUIPMENT DOOR J LA
SWITCHYARD PARKING AREA
I I I I I-
\ 1 1 I I I I c�-'•
-
/J I r r l I / r PLAN
ry / ACCESS I • A
ROAD 1 / SCALES 6• I�0
N A
CONCRETE MAT FOR
/ •� •\ CREEK CROSSING
CONSTRUCTION/ACCESS ROAD
�o TRANSMISSION LINE
GENERAL PLAN
SCALE- I"-20'
TURBINE SPEED INCREASER GENERATOR TURBINE-
TURBINE -
ANCHOR BLOCK
TURBINE SHUTOFF VALVE PREFABRICATED
METAL BUILDING
a
H1
EQUIPMENT MOUNTI G 7LPARKING AREA
SKID _
SELECT MATERIAL
NATURAL GROUND
y!. TAILRACE TAILRACE SLOPE
STATE OF ALASKA
ALASKA POWER AUTHORITY
ANCHORAGE,ALASKA
PROFILE— SECTION A PROFILE— SECTION B 0 3 10 13 20 26 30
SCALE! 16•I'—O SCALE+3•• LARSEN BAY HYDROELECTRIC PROJECT
0
16 SCALE 16 I'-p
POWERHOUSE -PLANS AND SECTIONS
0 20 40 60 Bo 100 120
SCALE1"- 20'-0 00W1_ ENGINEERS TUDOR ENGINEERING COMPANY
ANCHORAGE, ALASKA SAN FRANCISCO, CALIFORNIA
PLATE V