HomeMy WebLinkAboutCordova Regional Hydro Resource Assessment - Apr 2017 - REF Grant 7013013Memorandum
To: Craig Kuntz, Cordova Electric Cooperative
From: Daniel Hertrich
Subject: Cordova Regional Hydro Resource Assessment
Date: April 13, 2017
Intrndtic, inn
�
ALAS K A � ENERGY AUTHORITY
Cordova Electric Cooperative (CEC) recently completed a feasibility assessment of the Crater Lake
resource and requested that AEA review of the study. In the course of reviewing the Crater Lake
feasibility study AEA performed a more comprehensive desktop level analysis of Cordova's existing
hydro generation and other regional hydro resources. This memo presents the evaluation of the existing
electric energy generation configuration in Cordova, AK and looks at the potential benefits of both the
Crater Lake resource and the Raging Creek resource. Other resources not examined include adding
storage to Power Creek (due to previously cited geotech concerns), Rogue Creek, Beartrail Creek, Heney
Creek, and an unnamed creek near Scott Lake and various others and/or pump storage projects
although the hydrology analysis presented here enables preliminary evaluation of those projects.
CEC currently operates two hydroelectric and one diesel generation stations. The hydroelectric projects
are Power Creek, a 6 MW run of river project, and Humpback Creek, a 1.2 MW run of river project. Even
during the summer there are times when the demand exceeds the peak hydro capacity and diesel
generation is required. Through the remainder of the year, and particularly in the late winter,
significantly more diesel generation is required because the hydro projects have reduced power output
due to low flow.
Existing System configuration
The table below shows the average monthly power generated along with the peak demand (from PCE
data):
Month
Avg Diesel Power, kW
Avg Hydro Power, kW
Avg Total Demand, kW
Avg Peak Demand, kW
1
1,579
888
2,467
3,653
2
1,487
747
2,234
3,407
3
2,100
469
2,570
3,951
4
2,011
649
2,660
3,734
5
601
2,312
2,913
4,272
6
373
3,310
3,683
5,978
7
533
4,000
4,533
6,541
8
814
3,501
4,315
6,453
9
759
2,193
2,951
4,761
10
638
1,686
2,323
3,367
11
1,201
1,207
2,408
3,451
12
1,621
921
2,541
3,520
Average
1,143
1,823
2,967
813 west Northern Lights Boulevard Anchorage, Alaska 99503 T 907.771.3000 Toll Free (Alaska Only) 888.300.B534 F 907.771.3044
Alaska Energy Authority Cordova Regional Hydro Resource Assessment
Annual energy generation by resource:
Power Cost Equalization Data
Diesel kWh
Hydro kWh
Total kWh
Year
Generated
Generated
Generated
2001
11,333,549
868,128
12,201, 677
2002
13,882,408
10,675,290
24,557,698
2003
8,398,479
15,515,849
23,914,328
2004
7,418,138
16,622,683
24,040,821
2005
6,056,449
19,400,702
25,457,151
2006
11,813,931
13,470,088
25,284,019
2007
13,259,268
13,627,195
26,886,463
2008
10,827,607
14,830,533
25,658,140
2009
10,921,141
15,062,381
25,983,522
2010
9,774,568
17,740,374
27,514,942
2011
9,155,217
16,759,928
25,915,145
2012
10,967,881
17,021,008
27,988,889
2013
9,364,225
19,482,939
28,847,164
2014
7,747,532
19,481,409
27,228,941
2015
7,884,868
21,013,732
28,898,600
2016
5,733,054
19,410,370
25,143,424
Average
9,658,645
15,686,413
25,345,058
Existing hydroelectric project configurations:
Humpback Creek Project
Description
Value
Unit
Hydraulic Capacity, cfs
95
cfs
Spill Elevation
188
ft
Turbine Elevation
0
ft
Static Head
188
ft
Friction Loss
7.22
ft
Net Efficiency
86%
Net Power
1255
kW
Power Creek Project
Description Value
Hydraulic Capacity, cfs
Spill Elevation
Turbine Elevation
Static Head
Friction Loss
Net Efficiency
Net Power
Energy Demand and Generation by Resource
Humpback Creek and Power Creek Generation Evaluation:
Humpback Creek Annual Energy Generation, kWh
320
283
0
283
2.58
79%
6001
Unit
cfs
ft
ft
ft
ft
kW
Month
2012
2013
2014
2015
2016
Average
1
79,530
230,192
365,290
307,506
309,368
258,377
2
165,269
178,878
72,706
197,951
285,027
179,966
3
35,733
54,816
66,577
162,988
230,067
110,036
4
232,680
59,942
105,963
247,495
420,553
213,327
5
571,073
524,232
262,595
378,507
546,957
456,673
6
529,777
712,795
299,053
368,872
353,139
452,727
7
552,595
457,924
245,471
262,251
290,584
361,765
8
469,704
394,095
508,541
193,980
559,426
425,149
9
446,024
316,522
372,111
255,821
336,241
345,344
10
284,713
338,531
258,668
369,795
78,348
266,011
11
71,358
156,680
257,077
216,153
234,323
187,118
12
71,772
83,869
112,350
86,575
88,642
Total
3,512,240
3,510,489
2,816,066
3,075,684
3,732,624
3,345,135
Total PCE Hydro
17,021,008
19,482,939
19,481,409
21,013,732
19,410,370
19,281,892
Percent of Total
21%
18%
14%
15%
19%
17%
Power Creek
13,508,768
15,972,450
16,665,343
17,938,048
15,677,746
15,952,471
April 13, 2017 Page 2 of 8
Alaska Energy Authority Cordova Regional Hydro Resource Assessment
Hydrology
Cordova Regional Stream Gauge Data Sets
Drainage
Number
Station Name
Dec Lat
Dec Long
Area, sq mi
HUC code
15195000
DICK C NR CORDOVA AK
60.3416822
-144.3047573
7.9
19010402
15215900
GLACIER R TRIB NR CORDOVA AK
60.5327973
-145.3806148
2.2
19020104
15215990
NICOLET C NR CORDOVA AK
60.5186253
-145.7917173
0.7
19020201
15215992
HENEY C AT CANYON MOUTH NR CORDOVA AK
60.52335006
-145.7633808
1.53
19020201
15216000
POWER C NR CORDOVA AK
60.58667537
-145.620022
20.6
19020104
15216003
MIDDLE ARM EYAK LK TR NR CORDOVA AK
60.5575101
-145.6308655
2.9
19020104
15216008
MURCHISON C NR CORDOVA AK
60.5364038
-145.716152
0.37
19020104
15216100
HUMPBACK C NR CORDOVA AK
60.6108405
-145.6786214
4.37
19020201
15219000
WF OLSEN BAY C NR CORDOVA AK
60.7608659
-146.174225
4.9
19020201
Year
15195000
15215900
1 15215990
15215992
15216000
1 15216003
15216008
15216100
1 15219000
1947
130
1948
366
1949
365
1950
365
1951
365
1952
366
1953
365
1954
365
1955
365
1956
366
1957
365
1958
365
1959
365
1960
366
1961
365
1962
365
1963
365
1964
366
122
1965
365
365
1966
365
365
1967
365
365
1968
366
366
1969
365
365
1970
214
365
365
1971
365
365
365
1972
366
366
366
1973
365
365
92
365
1974
365
365
365
365
1975
365
365
273
365
1976
366
366
366
1977
365
365
365
1978
365
365
365
1979
365
365
365
1980
366
366
366
1981
273
365
33
1982
365
1983
365
1984
366
1985
365
1986
365
1987
365
1988
366
1989
365
1990
365
1991
92
365
92
92
1992
366
366
366
366
1993
273
365
273
273
1994
365
1995
273
1999
125
2000
366
2001
365
2002
365
2003
365
2004
366
2005
365
2006
365
2007
365
2008
366
2009
365
2010
365
2011
180
136
2012
366
2013
365
2014
365
2015
365
2016
351
2017
18
Total
4140
1 2010
1 4279
1 731
1 17570
1 731
1 731
1 730
1 5999
April 13, 2017 Page 3 of 8
Alaska Energy Authority Cordova Regional Hydro Resource Assessment
Median
Unit Discharge, cfs / sq mi
15195000
15215900
15215990
15215992
15216000
15216003
15216008
15216100
15219000
Month
DICK C NR
CORDOVAAK
GLACIER R TRIB
NRCORDOVA AK
NICOLET C NR
CORDOVAAK
HEN EY CAT
CANYON
MOUTH NR
CORDOVAAK
POWER C NR
CORDOVAAK
MIDDLEARM
EYAK LK TR NR
CORDOVAAK
MURCHISON C NR
CORDOVAAK
HUMPBACK C NR
CORDOVAAK
WF OLSEN BAY
C NR CORDOVA
AK
1
2.0
3.1
2.3
2.6
2.5
2.8
0.7
1.5
1.0
2
1.5
2.3
2.1
1.6
2.2
2.6
1.4
0.8
0.7
3
1.4
1.0
2.6
3.3
1.8
3.81
1.4
0.6
0.6
4
5.1
3.5
7.4
9.8
2.1
7.6
1.8
3.4
2.7
5
19.6
9.1
10.8
25.2
9.6
19.8
13.8
11.7
9.4
6
23.2
10.0
2.1
23.5
20.4
24.5
26.2
16.0
11.6
7
18.4
7.5
1.7
15.0
23.0
16.0
10.8
11.2
8.2
81
12.0
8.2
2.1
12.7
20.1
16.4
3.9
6.4
5.1
9
12.2
8.4
5.5
7.5
17.5
16.0
3.8
15.9
5.0
10
18.5
5.5
9.6
14.7
11.7
10.0
4.1
10.5
6.1
11
5.4
2.5
5.4
7.5
5.1
7.4
2.7
3.1
2.7
12
3.2
1.2
2.9
3.0
3.3
3.2
1.4
2.6
1.5
Average
Unit Discharge, cfs / sq mi
15195000
15215900
15215990
15215992
15216000
15216003
15216008
15216100
15219000
HENEY CAT
CANYON
MIDDLEARM
WF OLSEN BAY
Month
DICK C NR
GLACIER R TRIB
NICOLET C NR
MOUTH NR
POWER C NR
EYAK LK TR NR
MURCHISON C NR
HUMPBACK C NR
C NR CORDOVA
CORDOVA AK
NR CORDOVA AK
CORDOVAAK
CORDOVAAK
CORDOVAAK
CORDOVAAK
CORDOVA AK
CORDOVAAK
AK
1
11.0
5.4
12.1
5.1
3.6
3.3
3.2
1.6
3.3
2
10.0
3.9
10.6
6.9
3.1
7.0
1.7
0.9
2.9
31
4.6
2.3
7.51
6.2
2.3
5.2
6.9
0.61
1.9
4
9.9
4.5
14.9
9.9
2.9
8.3
4.4
3.8
3.6
5
24.2
10.0
14.2
26.4
10.4
21.1
19.2
13.3
10.2
6
25.8
11.1
5.7
25.0
22.0
24.9
27.2
16.6
12.5
7
22.7
10.0
6.9
19.8
25.6
17.6
16.1
14.2
9.3
8
22.8
12.8
11.5
27.2
24.5
29.0
17.5
8.2
7.3
9
24.0
15.1
15.4
17.1
24.6
23.6
22.1
19.2
10.2
10
28.9
8.3
20.9
19.8
16.9
13.7
7.9
14.4
10.1
11
16.0
4.3
17.6
11.9
8.1
11.1
5.2
8.3
6.2
12
7.2
2.2
14.7
6.4
4.5
4.4
4.3
4.2
2.8
25.0
Median Unit Dis
rge, cfs/sq
mi
20.0
GLACIER R TRIB NR CORDOVA A
POWER C NR CORDOVA AK
WF OLSEN BAY C NR CORDOV AK
15.0
Selected Regional average
10.0
5.0
��
Energy analysis used sites highlighted in green (also sites shown in chart above).
April 13, 2017 Page 4 of 8
Alaska Energy Authority Cordova Regional Hydro Resource Assessment
Project Configuration Analysis
The four projects analyzed using the hydrology data above are Humpback Creek Project, Power Creek
Project, Crater Lake (storage) Project, and Raging Creek Project. The Crater Lake Project performance
analysis uses the average unit discharge because it is a storage project. The remaining three use the
median unit discharge because they are run of river projects. The analysis used monthly
medians/averages only. A more detailed multiyear daily or better analysis should be performed.
Below shows the two new project configurations.
Crater Lake Project
Raging Creek Project
Description
Value
Unit
Description
Value
Unit
Hydraulic Capacity, cfs
6
cfs
Hydraulic Capacity, cfs
95
cfs
Spill Elevation
1500
ft
Spill Elevation
850
ft
Turbine Elevation
100
ft
Turbine Elevation
100
ft
Static Head
1400
ft
Static Head
750
ft
Friction Loss
48.45
ft
Friction Loss
21.09
ft
Net Efficiency
85%
Net Efficiency
86%
Net Power
580
kW
Net Power
5009
kW
EnerRv Generation Analysis
The monthly average median and average unit discharge of the selected USGS gauge data is presented
below. For Power Creek only the Power Creek USGS site was used.
Unit Discharge (cfs/sq mi)
Power Creek Unit
Discharge (cfs/sq mi)
Month
Median (run
of river)
Average
(storage)
Median
1
2.2
4.1
2.5
2
1.7
3.3
2.2
3
1.2
2.2
1.8
4
2.8
3.7
2.1
5
9.3
10.2
9.6
6
14.0
15.2
20.4
7
12.9
15.0
23.0
8
11.1
14.9
20.1
9
10.3
16.7
17.5
10
7.8
11.8
11.7
11
3.4
6.2
5.1
12
2.0
3.2
3.3
Average
6.6
8.9
9.9
April 13, 2017 Page 5 of 8
C
a)
E
cn
rn
a)
to
Q
U
3
O
N
a)
m
Y
rn
m
ZY
r" N OIn
O� W m m W m t
Ln r,
Ln N oo a oo iD oo Ln of ` oo m
,o
o0
_
LO M 1l N N V V O M':T W 0
00
oo O Ln m O O N lD Ol r-I N N
N
rr
w
LO Vl m 00 01 LD 1` '1O lzl O lD
N
ry.1
N m m m m N c-I
m
N
LU
01
M M r-1 LO N 1� n ri 1, Ln lD ;q,
N N 00 ill O O O Vl Ol I�T N M
ai
3
m n ar-i m m 0 W N m It 00
6
o
O_ Y
Y
w
i
Ln 1l ri m o of ci m Ln LD ci o0
0
U
a)
1, m Ol cl 'ZT O N CO "J "I 1" M
N
to
w
"1 ci N 1, ri 0 CO 00 LO N c-1
Ln
L
r6
OC
'�
0 u
1, -zl- 00 m y v m o V 00 w r,
00
001,Nm1,w01,1100viD
IZT
o It Ln lzz LD oo ci o 00 m r , o
al
s
MT
r,Vl w ill l0 N m lP N O 1� r,w
oo LD -zt n r-I ri ri ri �* Ln N lD
N
N
N
N M M M M N ri
N
0
W Y
N
L
1, 7 m Ln .-i Ln Ol Vl l0 1, n O
ci rn LO o m m N N r, m n rn
ci ci N V V-zT a M ri
3
o �
O_ Y
y
r, :t m Ln ci Ln Ol Ln LD 1- n O
Ln
rp
ci al l0 O Ol m N N 1" m 1, Ol
N
L
fo
"1 O o "q NIt M r-I 0
♦✓
�
u
� y
U
� u
V 00 N Ln O W O Ln Ln O N 1,
N
N l0 O oo oo Ln 1, Ol O Ln N r�
m
m
00 1, M I, W N O 00 00 0) m 1l
O
T
M 00 00 M LO Lrl r- N N 0 Olzz
Lrl
'0
N
Ql lD oo
En
41
C
r-I M Ln Ln � 4 M rr-1
N
rrl
i
W Y
N
m
lO m lD oo M Ol Ln lD 1- M Ln
4/
aNr�-I Ln I� lD L11 r� -I-I ri
GJ
d Y
U
O I- Ln Ni O1
i q m Ln
00
m
�
w Ln "I
N
CO.._
G
U
3
x so
I^
L
N 1, o M Ln 0 0 0 0 0 0 0
lD
Ln m 00 U) Ln 0 0 0 o m N n
r-I
M M ri M 00 O O O o Cl W N
W
Y
al N O1 Ol 1, O V�t O 00 V m
qt
S
T
w Ln M M 00 N LD lD N 1- M M'T
w m a Ln Ln M V qT M r-I M 00
00
r 7 7 a V ff c-I
N
LLI
N
oLncil,000000mvci
0 0l 1l r, r, 0 0 0 0 1, m 0
1� 'T 0 0 0 o N 00 N
ro
o
O_ Y
m lD D D LO 'T r-I r-I
Y
y
00 N lD c-I LO lD lD r-I M 00 Ol 7
M
U
LM
azd- M � a) 3m't M M N
1-1
L
d
@
3
u
o
a
� u
.-I N m zt Ln LO 1, 00 Ol O
E
`ci-I `N-I
Y
C
O
L^
W 4+ C
> C a)
Ln �
v=
O O
U 1z a)
L
� U �
?i v a)
L o v
Q L
-le C7
DA
O ,-
m L +-
M U ra
U
i- L
0 3 C
O
r0 a \
G�
O ~
4- C * r-I
L i-
Q) 3
O Lr) 0
a) Lll rp
1]A M N
Y ro
a) ro
U 3: 'a
u
t CCO
QC C
C Ln L
a) L
a) a)
Q
(6 4- C
4J Ln O
> 2 'O
a) Vf
a) L
4-1
f0 > O
L O
4' a- f6
Ln U N
Q
Vf Q i
i U
O
V L
N O Q
N U
cu cv U
L
+' L a)
C O
O i O
-C a) d
a) Q a)
� v H
� N
N
> a)
O 3 C
C `"
O `~ rn
3
O
L C >
3 L L
00 Q
n
cc
+� C
L 4-
a)
a) L C
H0
v UO
E
co
O
a)
0)
m
CL
Alaska Energy Authority Cordova Regional Hydro Resource Assessment
System Modeling
The modeling of the integration of Raging Creek evaluates its performance against the current average
amount of diesel generation. A more detailed multiyear daily model would be appropriate to better
evaluate the project and particularly relating to peak demand and to establish required storage if it is
feasible. Load growth factors should also be applied in the analysis.
Month
Average of CEC Diesel
kWh Generated
Raging Creek Energy,
Useful kWh
Remaining Diesel
Generation or Energy
Storage Required, kWh
Raging Creek,
Equivalent Storage
Volume reqd, acre-ft
1
1,174,975
686,579
488,396
747
2
1,034,687
503,225
531,461
813
3
1,562,669
357,850
1,204,819
1844
4
1,447,849
832,651
615,198
942
5
447,389
447,389
0
0
6
268,507
268,507
0
0
7
396,807
396,807
0
0
8
605,569
605,569
0
0
9
546,307
546,307
0
0
10
474,396
474,396
1 0
0
11
864,759
864,759
0
0
12
1,205,736
620,379
585,357
896
Total
10,029,649
6,604,418
3,425,232
5,242
In summary, this analysis concludes the Raging Creek project could displace approximately 6.6 GWh of
diesel generation.
The Crater Lake project energy (2.2 GWh) would be nearly fully utilized. If that project is pursued then
modeling with the multiyear daily record of aggregated USGS data would be required to establish the
storage requirements which are likely to very minimal for this project.
Summary
A significant amount of additional work would be required to say whether development of the Raging
Creek resource should be pursued. AEA notes the project is very similar to the Hiilangaay (formerly
named Reynolds Creek) Hydro being constructed on Prince of Wales Island for about $20 million.
At first glance, the Raging Creek project appears to be a better resource than Crater Lake and AEA
recommends Cordova Electric continue to look at it as a potential generation resource in addition to any
other alternatives available.
April 13, 2017 Page 7 of 8
Alaska Energy Authority Cordova Regional Hydro Resource Assessment
Raging Creek Project Location
April 13, 2017 Page 8 of 8