HomeMy WebLinkAboutKingcove Oldharbor Hydro 3 of 13 1982Y s IK
ror-
r M ^•l -1 � � r�� ' �
a
800'TOTAL ELECTRICAL DEMAND
"NOT INCLUDING HEATING DEMAND)
700 -
600
500
• We
300
200
HYDROELECTRIC ENERGY
AVAILABLE FOR
HEATING DEMAND
HYDROELECTRIC
POTENTIAL.
DOI
390
38 6
ooe
REQUIRED DIESELDIRECT ELECTRICAL DEMAND
GENERATION ( NOT INCLUDING HEATING
0 - OR CANNERY DEMAND)
J F M A M J J A S 0 N D
MONTH
DETAIL DATA
4000
t 1
3000 / TOTAL COMBINED DEMAND
2000
0
0
-. 1000 TOTAL ELECTRICAL
x DEMAND
t HYDROELECTRIC 2001
Y POTENTIAL _ a 1985 .
co
Ww
-
Ial 0 .
J F M A m J J A S 0 N D
MONTH
OVERALL DATA
m-.
,n: .c,_L, f, _... ... a.>. ... �. n.. y'.:Fczr ." ,.: ... X_i. •F rv. ....: cW s. iv:.+.r
KING COVE HYDROELECTRIC PROJECT
PROJECTED MONTHLY ENERGY GENERATION, DEMAND, AND USAGE
FIGURE
l
�
r-�.. ri
L-- , -
7
/I UilER3mN WE4R
. z �� RENstae�--kµ, ROJECT AREA
.PR� Eb ACCESS RgAp
L -T A AND TRANSMISSION LINE
AIRYTAIP
� m
r
' 1' "PRP�O$ED
RANSNIS.V�iN 11NE
-
�� i
L7�
'
KING CO
`-
/
1�-ems
M R E
E.���
a
-
i
. PROJECT PLAN
m
O 2 Z
KING
BRISTOL
BAY
COLD BAY OO
PRCSTY PEAK
, /�
S �
PASS
3 MILES
LOCATION MAP
NTS
VOI A
.IOF L
MT NO
MT ®TON a
KING COVE,
O
VICINITY MAP
NTS
SEE ACCESS ROAD
AND PENSTOCK
CREEK CROSSING
DETAILS
DIVE-R=SSIIION FA6a6.7F0
40
NSTt90iF AN6-7!\CCESS ROADa�,`J'��L a' �\ '°`•t'O\ \��` ��\u1 `� �'.
PLAN
SCALE 1 1"- 250'
I
50
ACCESS ROAD AND
TRANSMISSION LINE
TO KING COVE IS MILES)
VIA AIRPORT (1/2 MILE)
30
o �
� J
RING GIRDER
\DRESSER
COUPLING)
�a1
TROC
OF ROCK
SECTION A
RING GIRDER
_ 36= / STEEL PIPE
NATURAL GROUND (ROCK)
SELECT ROADBED FILL
SLOE 2%
• +A i TOP OF ROCK
TYPE I- SIDEHILL (ROCK)
BACKFILLED SLOPE 2%
TRFNf.N�
ROADBED FILL
I 36-/ FIBERGLASS PIPE
1 b" SAND BEDDING
y I'-O' EACH SIM
(TYR)
TYPE II - LEVEL GROUND
GROUND
i
TYPE 8
Y /n
WO
TYPE D � � TYPE D
I
TYPE ID
TYPE D
4]5
-
- MMM---
. -----iiV
4]5
PE NSTvCK/ACCESS ROAD TYPES'
- '
12
SELECT ROADBED FILL
450
EL 436
DIVERSION FACILITIES
-
c - - -- -
450
���_
LGROUND
425
-
425
SLOPE 2X _
(SOINAMU
400
-
-
_
400
COVER
I.
-
:
(MIN)
ji
BACKFILLED TRENCH
575
-
3Y5
36" A FIBERGLASS PIPE
350
—PENSTOCK AND ACCESS ROAD
'�.
`;
o
550
3" SAND BEDDING
o.m
325
- �.
�
325
ham{
Z 300
--,..
_ -�„
d
vi.
300
(TYP)
o
DELTA CREEK
TYPE IQ- SIDEHILL (SOIL)
zis
���
zis
m 25D
�,.
m
`
_ POWERHOUSE
2sa
SELECT ROADBED FILL
14'jL2
1
¢
m
_
(NOZZLE EL 215 )
—1�
flIPRAP(AS NECES6ARY)
zzs
¢
225
%
F
o
"
-�----.,�
FLOODPLAIN
w W 20azaa
OVER(MIN)
175
mOCAL
pity.m1]5
MATERIALI30o
w
m
v�i w
vLi
150
6' A FIBERGLASS PIPE
J
W 125
125
'SAND BEDDING
o+W 5 10
15 20 25 50 35 4o
43 5o ss
TRENCH
STATIONING , FEET
NOTE'
PROFILE OF PENSTOCK /ACCESS ROAD NO TERRAIN WAS ENCOUNTERED REWIRING
THE TYPE I SECTION DURING THE FIELD RECONNAISSANCE,
SCALE: 1""250' HORIZ. IT IS INCLUDED HERE IN CASE LATER MORE DETAILED
I"= Ed VERT. INVESTIGATIONS YIELD EVIDENCE OF SUBSURFACE ROCK.
0 4 6 12 16 20 24
SCALE : I "" 4'
0 50 100 150 200 250 300
SCALE : I" " 50'
0 250 500 750 Iwo 1250 1500
SCALE : I"= 250'
TYPE 14'- FLOODPLAIN
TYPICAL PENSTOCK /ACCESS ROAD SECTIONS
SCALE; 1"-4'
CHAIN LINK FENCE I 1I PARKING AREA-- ,
\ CCNST TION/ACCESS ROAD PERSONNEL DOOR
\ Q EQUIPMENT
Poo � ENTRANCE DOOR
c: \
RI PARKING AREA
D i EQUIPMENT MOUNTING SKID
POWER TRANSFORMER
\ \\ ELECTRICAL SWITCHGEAR FL. EL. 212.0
BURIED Q � TRANSMISSION LINE GENERATOR
ENSTOCK�~•� -- -'�
2¢ `` BEARING LUBRICATION SET
FLYWHEEL
B
/ ACCESS ROAD
/ • y 36" DIA. PENSTOCK SPEED INCREASER
POWERHOUSE/
V. ryy TURBINE SHUTOFF VALVE
` O B
II 6" DIA. PENSTOCK DRAIN
RIPRAPPED TAILRACE �� 1
N SLOPE
\�= TURBINE
2� 206—�.
^\ RIPflAP
�I DELTA CREEK l \ TAILRACE 4`�
A•ZQW '• I --*A
30
POWERHOUSE PLAN
SCALD
I6
GENERAL PLAN
SCALE: I'm 20'
GENERATOR SPEED INCREASER TURBINE TURBINE
EQUIPMENT
MOUNTING SKID FENCE
4TAILIACE
TURBINE
PREFABRICATED
WALL SHUTOFF VALVE METAL BUILDING
EQUIPMENT
DOOR 35'-0° A 36'-0"
RIPRAP /
FL. EL. 212.0
NATURAL GROUND l AILRACE
36" DIA.
PENSTOCK
STATE OF ALASKA
PROFILE -SECTION A PROFILE -SECTION B ALASKA POWER AUTHORITY
SCALE 3 = -0 SCALE: A = 1'-0= 1'-0 ANCHORAGE,ALASKA
16 16
0 3 10 16 20 26 30 KING COVE HYDROELECTRIC PROJECT
SCALE : 16" • I'-0 .
POWERHOUSE- PLANS AND SECTIONS
O 20 40 60 So I00 120
SCALE :I"=20' DOWL ENGINEERS TUDOR ENGINEERING COMPANY
ANCHWAGE, ALASKA SAN PRANCISCO,CAUFORNIA
PLATE M