HomeMy WebLinkAboutAPA436"' I
1
1
1
2
1
)
( t l
to
uet
t:o
{ l)
)
() \
)
1
2-5
)
6
·"·'···'l..h-"""'~-I!1J-.J>E G
(
or
11:
.A.®
1
1
to
4
project
tributaries~
to
127o3 llOol,
railroad G
but without effects on fish access or
"Preliminary Assessment of
and Indian River,"
March 1983 (6).
based on field data collected during
for
summer
1 ADF&G Su-Hydro Aquatic Studies Group and R&Mo
conditions at mouths of Portage Creek and Indian River are
of 8,000 13 1 400, 21,500 and ,500
atreamflow at Gold Creek are
7,000 to 11 9 000 cfs~ A controlled flow of 12,000
to
to
~t.ill
1
at
at
near
are
near
stream
15291500 4,
15292000 6,160
15292780 119
15292700
are
at
.1 at
were
SUSITNA
US.GS
e No.
15292000 3
near 15292100 Jun -15
15292780 Jul. --1981 3
Jun -
near 15292400 Jul-1981 3
Jun -Sep 1982
River near 15292700 Jul -Sep 1981 3
Talkeetna Jun ..... Sep 1982
measurements of bedload discha.rge have been made by the
four stations listed in the above table but were not
study <go
17 bed material samples from the
the Chulitna River. Additional
channels Susitna River
Size distributions
3
at
at
1
at
as
USGS
1500
15292000 370 1!-
li
at 15292780 1971, p 1
1982
near 51
near
116
at
were
Canyon Reservoir were
at the Cantwell and Gold were
duration curves
for the
one
is
13 ( )
t.wo
7 4
a trend line
cur""'es
were divided
to about 7,260,
curv(!S on Exhibit 6 and the flow curves on
inflows to Watana and Devil Canyon
trar~posi:ng seditJ!lent discharges at ·the Cantwell
loeationo bracket the t.wo reservoirs~
were assumed to follow the following
?
.50
I a 1--_<;-./ *'""g.--" M)
Gold
at
area
at
area
1
at
1
2
at
2
to
was
percent of
A
to
to
to
~ 5~340j
~000
2 3
reservoir
50-
over a
wu-~&& are about 2®
lOQ-year
16ljl00 31
of
were
(l)a
41
or l0
7
)
reach runs
River to
some
assessment
the nature
study
confluence
The
covers
reach runs
, as shown in Table 1
:~> a
subreach was
-1
to
reach was
a
on
size of bed near
on sediment transport in the was
analysis e The bedload
the Susitna River near
River near Talkeetna and the Talkeetna River near
analysis$
diseba.rge is which,
cbartnel
was
stream
to
to
to
1 12
2
a
water are
to transport"
the tream are generally
the 4)@
near the
two
A
two or more
1
mean
5 lists
the tributaries0
channels are not hydraulically
a.t tream
not overtopp~d,
area or
7)~
was
8
are
or
0
no
lc
e1o1ms tream br
at
to oeeur
coarsen
to
more
entrance
2lo
on most
size
present
flushed
to
(
to
not
occur on
ma.de
out
ect on
s
cross ( 2,
1
9 to )
at on
11.1ea.r
to
19)
aounto
Iii
CUl"'VEUI s
on --,--~~~"""·""'
near
7)
is
was not.
for
near
curves are
on each
ions of particles contained in each
9 the four stationso
1
1
near
were reviewed and was not:iced that the Susitna
Talkeetna River near Talkeetna carry coarser
are
near
to that carried in July August (Exhibits 24 and 26) e e.rhis
to availability of coarser material during early
ice® This also can seen
July
River at ter
coarser ts
t:nree
are
-10
41
75
cont
~~~O
on 1
1
2
2
T
curves for
8-1
5
5
by
on
curves
t
at
ect
ect
was
not t
l
cause severe
tter
-1
,
Report,"
Power Authority,
-1-
Ol"
2,
1 120
2 36
51-45
73 35
5
51
7 61 28
ol 53 27
23
l 1
12 7-3 30 21
t-Project
Degrt.tdat ion 9
o.o
0.2
01}2
0.1
Ofj2
0 el
OQl
le
63 70
63 70 79 21
39 62
23 51
10 37 97
28
13 31 80
12 31
21 1
5 1
21
17
Slough 20
1
7
8
9
5
0.17
1
1
11
2
1
L,
2 ..
3"
4o
~ ·"" 6 ..
? ..
s ..
9 ..
10 ..
11
l:L,
14.,
l~ ..IJ<>
Hi.,
17<11
18,
19 ..
20"
lL.
22 ..
2.3 ..
24.,
25 ..
26,
27,
28 ..
29,.
30.,
31..
32o
33.,
34 ..
35 ..
36 ..
37.,
38 ..
39.,
40 ..
41 ..
42 ..
431!1
41~ ..
45 ..
46 ..
47.,
48 ..
Table 4
~IDJ MATERIAL SIZE DIS'l'RIIU'TION
SAI4.P"'!.ES O:H .. LEt"TliD BY tili\.JRZA-E.BJ,..SCf.!
Location
left 08-25-83
center 08-25-83
bank 08-25-83
center ()8 ... ·25-83
on a bar iu tbe lliddle !:Pf the ri"'er 08-25-83
n~at· left bank 08-25-83
near left bank 08-25·-83
LR'K-3.,3, '01'!&! iunk. 08··25-83
LBX~7.,0 11 ri.ght 08-2.5-83
Near T~lk!.i!etua 08-26..,·83
Ne~ r Ta l..keet na 08-26-83
cent~r 08-25 ... 83
center 08-2!~-83
I.JiX-.5lt center 08-2.5-·83
~~es:t berm of slQugh 21 08-2.5-83
'LI.X-61 !l 08-·25-83
Chulitna liver ab-ove eonfluen.c:e" bar 08-26-83
Chu 1:1 t na U ,~~n· ~bove confluence~~ 08-26-83
lQ-06-83
10-06-83
lQ-06-83
10-0·6-83
pavement 10-06-·83
large sizesl/ 10-06-83
L!_-X-4 11
., 10-06-83 4;t
Si.te 2, paveant 10.,..06-83
Site 2, large sizes 10-06-83
Near 1M 109 .. 3, pavement lD-06-83
Neall!' RM 109 .. 3 11 t:n.tb-pavem.ent 10-06-83
Near LRX 18,.2, Site 1, sub-pa ver~nt 10-06-83
Near LU 18$2 11 Site 211 11ub-paveant 10-06-83
N~ar LRX 18 .. 2, lower end sample lQ-06,...83
Ne.tlr LI.X 18 .. 2~ upper end paveaent 10-06-83
Lane Creek 11 pave~~~emt 10-06-83
Lane Creek!) lln.ab-pavemeut lQ-06-83
4th of July Creek, aide cllannel~ pavement 06-23-83
Near 4th of July Creek, eide cba,u:ne 1, paveun.t. 10-06-83
Near 4th of Creu!k~~ f.lide cllannel, 10-06--~83
Near al.ough 10, paveent 06-22-83
Near slough lOll 06-22-83
channel slough 1 Iii 06-22-83
channel llll pi ftliet'tt 06-24-83
Side chanuel dOY1~treaa 11, JU'!Ve~nt 09---·27-83
~Ude ehannel doWWJtream 11$1 09-21-83
Side channel between lJU: pave.ent: 10-06-83
Side eban:rnel bet~een LRX 46-48, 10.·06-83
Side clu.mnel bet'Ofeen LU lG-06-83
~~-
not
hetv~en 90 &00 100
Si.z~ 100 and 124
0;;4 0.,7 28
30 70 76
54 75
30 so 90
L.7 20 62
5 24 55
34 58 72
37 64 88
30 50 72
135 160 200
26 45 12
38 I"') J ..
38 65 78
63 70 78
7 t~O 96
20 30 36
L.2 15 54
8 30 70
2 36 60
5 .30 70
80 100
1~2 12 36
~ 30 70 '""
L .. 5 20
4 20 40
38 70 95
26 65 97
0 .. 4 14 39
2 •. ,1. 50 l3C
2 30 140
6 54 130
0.4 10 50
24 sa 94
0.,6 16 56
4 .. 5 30 80
7 38 90
o.s 13 67
0 .. 7 20 70
Oo7 20 70
2 32 90
13 60 110
2 .. 5 26 80
2o5 22 74
16 50 90
0 .. 8 17 40
a le 5
T I ERIAL SIZES
Mea
Annual g
Rivet· Flood, ea 1
T
Po t ge Ct"e 148e9 1680 175~6 1 33 7
lon Cre 144e9 181 18~0
i n ver 138~7 786 82@2 33 50 76
d Creek 136e7 260 24~1 17 36 76
132o0 Cre 132.0 17 1..,48
4th July Cre 131.,2 187 20&8 14 25 45
erman Cre 130o8 72 6o76 16 30 58
28.5 Cre 128.5 14 1 0 03
127@3 Creek 127e3 28 2 It 11
11 Greek 124e3 51 4o49 10 20 39
1 3~9 Cre 123@9 67 6G86
ad horae Cre 120"'9 51 4e61 8 19 43
1211)!0 Creek 12160 16 1~~~52 1 20 50
Littl Portage Cre ll7e8 23 2e45 13 26 51
nzie Creek 116c8 21 2 .. 07 9 18 37
lQ ne Creek ll3e6 117 lOoO 5 13 35
Gash Creek 111.6 ~~ 0®43
11061 Cre llOel 21 lc98
:lskers Cre 101.2 114 l5e4
From R i,l "Tributary ability alysis,"' Tables 4()2 and 41lt> II)
1 1 ' 0 0 0
0 100
p 0 7
1 6
1 0 0 18
0 0 0 100
0 4 30 1
0 2 19
0 100
" OCDl 13 30 100 ..
Source: UeSc Geological Survey
ble 11
.9 RI T
c LIT T !'J
ter
Di.scharge,
9/29/1981 6t!OOO 0 7 52 81 94 1 0 100
0 1 1 2 10 57 92 100 100 100
0 2 10 18 30 59 83 98 100 10
0 4 60 76 79 84 91 99 100 100
0 l 26 47 53 65 78 94 10
2 24 84 100 100 100 100 100 100 100 100
7/21/1962 30,600 0 1 3 15 46 71 89 100
0 1 5 18 44 72 93 100
5 29 34 36 42 52 67 100 100
0 24 10
2 5 6 6 1 87 100 --_, __
Aven:·age: 0,.2 2 9 21 26 30 45 62 76 90 100
Source: UcSe Geological Survey
12
2,
0 3 8 8 8 8 3
0 2 52
0 1 3
0 1 100
0 2
0 1
0 45
0
1'•!) 1 7
0 4
0 7
1 ,600
0 5
0 4
0 3
OfJl Oe4 3 ~ 5 6 8 15 ..,.
I
I
I
HY.D!!!OEI..eC.'T'RIC PRO..Ie::T
.triG UR€ E·2-.l
/
/
I
I
/
/
I
·urvA
Kl'
--
NOTES:
3. CONTINUOUS WATER QUALITY
INSTAl lEO.
2. DATA (;()U
DRAINAGE BASIN 3. THE LEr1ER
THE TABLE iS USE.O
APPROXIMATE LOCATiON OF l"HE STATIONS.
STAll ON
{A) .SUSifNA RIVERNEAR DENALI
(S) SUSITNA FUVER NEAR CANi'WELl
(VEE CANYON)
(C) SUSJ'fNA RIVER NEAR WATANA DAMSJTE
{D) SUSifNA RiVER NEAR DEViL CANYO~
(E) SUSJTNA RiVER AT GOLD CREEK
(F) SUS!TNA RIVER NEAR SUNSH!1>4E
(G} SUSITNA RIVER AT SUSITNA STATION
(H) ~.OCLAREN RIVER NEAR PAXSON
{I) CHULITNA RIVER NE~R TA~(EEi~
(J) TALKEETNA RIVER NEAR U •. u<EETNA
(K} SKWENTNA RIVER NEAR SKWENTNA
U. .. ) YENTNA RIVER NEAR SUSITNA STATtON
X
X
X I
I xl
X.
X I
X~
X
x• x
X
X X X X
X X X
:x X 'X
xlw :I
_L . .._~t---1---.1.---1..".-· .... '
S""ustTN/<1 11/wfrt;ELcC. 7'/?IC.
5 US!7NA /r!'.lE~
ANO t$At;J//Gj S7A
7
---~ tvER C.ntlss SEcrt"N
X SAMPI../!Vt!j LtJCA71()i'J
LOCATJONS O;:::"
co~~ v
A~ 7
/?!tiER CROJS 5EC7/tJN /_tx:.!JT/()N
~
X 8FP MA1~R111l. SAMPttNf t.oeA7ttMJ
t. Ot:A7/oNS 1.).,&"
LLeC
I
I I
u
I
I
7
2 3 4 5 6 7 -9 1 2 3 .:. 7 8 9
3
2
0.01 0.05 0.1 0.2 0.5 2 10 30 40 50 60 70 80 90 95 98 99 99.8 99.9
I ' • . , ... • 1 I
I • I 8 I
t I
.II
.. • a • 7 I.-
------CP,::i! s ;. ec T~'t?N .~~ 7aP!}tfli'/?f'l'!'lC. 1'4~
--S u&~!JV:.,.lf f3ouN!J .. ~Y
®
/40 +
/(Jt/EI?
'. -·-
Uff)~$ I# I I
---~-C~rnss 5/:!f.':TI(JN /N 191'2
------(flos.s --SU8RE;1Jt:f1 l3ov~Y
® .s tJalfEAe 11
/40 + /?1VEit l~/l .. l:. Mt>e~rl-!
~Of17N~ l/yJ>ROELFl
Se:cr!Oil/S
0 I 2 MILE
L------~_..!:...-_, _____ J
~----C.lfOfS !Et:TitJ.V !AI I'II/I
----t:Mss SEt:.T/CMI 5uJf~)'E{) lN I
______ ...,..._ CAoss S 'ECNON /7<01>'} --
® Nt.JMI]E/f
/40 + /?11/£~ l'111. •. E j=~lJ-"1
Sus1
,-
.;..ECTIONS
C./foSS S£CCIO# SU~f~yel/ 11'11
5vAvr}'EI) IN /?1'2.
l?tf/E~
Ct<OSS -~E:C /ll).I./S AAID
~~ SECOND
ll!:COND IN P.tU1EMf~t£SES)
Pha 2
I
I
EC
Sus-1
ore
6 7 8 9
2
ooo
,,
2
2 I:) 7 & g
0. ('(! {" 5
6 7 8 '~
2 3 5
3
:
!
i i ---~--":--
·.
:~~-~~f~:~=;-~_[:~~~~~~~~---! ~-·~-:J~~-f--~j:~---::~:-=:~~~=:~:==~:~=~~=:~~~---roltt1iruE •B
• "••-r• _.,._ __ ,..., •,•-• •• ., -•• ._ .................... _ • ~-_... •• ., , .. --..-·---· .......... -. ,.,d ......................... ~--' -~----.. -··------·---·---.--____ ---..-.-. _ ___,_,._.,.............., ________ 1 • • ._..,, • ., •• ,, ..-. ,, •• ,.,..,, .. ,., .v•••• -·--• -...... -.
~ ~ -~ -.... ·--:-·-----:-· .... -·-.. ·:···-----:.-·;--~--------.... -7 .. ~---:~-----...... -:--..v.d-. .....__... ....:....:... ___ ·---·· ·------·------· ____ .. ___ . __________ ,_ --.-... ,. ......... .
' ! - . :! ;
~-~.;.t_· ooYY-~~-----··N~---~--~-' . '
·---·-~---·· ----· ·--------·----4~0
J 6 9
2
~~ ~~ ........ ~·····~.....:.N.h-IJ' .. ····~· ... :x.......-~ ........ ~-o-o: r.~ • :11" r 1 ." 11 "!1 j i',: •; • • I ~ .£:, t"-,; !,>.; -~-~ II"• 0'< , J ~~ ',() ~·~ ~ N W bo U, a~ ~ I t';l'l 1..0 :t{ ; : · : .. ·, · t; ~ ... -T"·r·r·i·-;-~--~! ~fTrT0::~-~T:;;~]l:l_1 :r-:T~ritrT;;;::-:ii:;iJ:i·J~ r·-~ T~-! : -r-r !. J.: ~:; · : :i1~!-:!· : · i ~-; 1 :· ~: ;!::~ i .i:,·.;: ! :··-: ·:-· : · ... i: :· -: · · _J : · : · : -~ · ~ ·· I~ ~ I • t , , 1 .. ~ d ! ~~ ~~ . ~ ~ ~~~ 1.. . I j ! ~~ ~ I : . ~ : I •• 1. : ~ 1. ,. : _ .. 1 : _L • ~A ! l j~ : . I : 1 .• t~ ~~: .. r I , • -~ ( ~-· 1_: ~ i I , ; .• ~ . . . . ! I . • ~ • . • : . _ ; ~.,...J ! l}!; ! ll ! ll il;;l Ill!,.,. { ·l;i: ::.y,,;: ::,·': t-f{~~.:&fl·~: ~ ~-t.--"-·!Sft~!~l·t:~~1tl,,'!t;<. :{i-J·.:~, :;~: ;!:1:·11 I .. l : . : l ~ ·::. I. -. :. ,: : . . . •• LJ ! . I : ! ' 1 I ' if . ' . l I . ; . . I ; • : •• ~ . I I ; . . i . ' i i :; ,, ' I ; ' ! .. : I ' : ! I ' I I • ~ ' : ; . . • .,.~ ~ . 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I ~A t . i -ljl .[ -11 • ; l ,11 if' !-1 1!i'l'!' j I 1 !l '• ,! 1•1• ·1··· 11 r1l~ 1d ,,.,nl'·" 1. , • ,· ~ , 1 ·!·· 1 ... , . . , I 11 r~~~ 1 ·~ ·1q ltd 1,1\r •ll·,·!ljll;l! 1 · l1i ::ll:ii1·q!:I·I:11Jrq-1-H'i:;~~~;:·i~·:·! .:;! ~:: '1 :•=·~:'·:-,!· :· :· r .: ·,.·ii -~ 1 ' 1 ~ t t 1 , ,11• • r -~ H, j • 1 r : ~ 1 1 ! i r 1 1 L 1 d ; l 1 1 ! , 1 . , r 1 , 1, .~ .,. , ; 1 , 1 ! 1 . . • . · 1! . , .1·. · · : , . , : : ;-" f".J f~-·--~ ·~---~--t ~ ~ "!" + ~Jr di'~l·tjt ll r' 1-~~ ,.J I !tl l!fllllttl l;'! -~~-·~··i·-1 .. 1! ·r t· ~·.I~! f. r II p jlrl" ij!pl-t.l j ~ I jl )I HI !1·1'·11:]<: I l-. ; .• :, 1 1 .• i i i! :. 'II· ,;,1 .:1.. i . 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