Appendix B Long Creek Watershed Profiles and Cross Sections · Volume III: Appendix B Long Creek...

110
Technical Report HL-93-3 May 1993 AD-A267 554 US Army Corps III hI of Engineers 1111-li Waterways Experiment Station Demonstration Erosion Control Project Monitoring Program Fiscal Year 1992 Report Volume III: Appendix B Long Creek Watershed Profiles and Cross Sections by Terry N. Waller, Lisa C. Hubbard Hydraulics Laboratory Approved For Public Release; Distribution Is Unlimited 4,1- 93-17446 ' T" 93 8 3 151 Prepared for U.S. Army Engineer District, Vicksburg

Transcript of Appendix B Long Creek Watershed Profiles and Cross Sections · Volume III: Appendix B Long Creek...

Technical Report HL-93-3May 1993

AD-A267 554US Army Corps III hIof Engineers 1111-liWaterways ExperimentStation

Demonstration Erosion Control

Project Monitoring Program

Fiscal Year 1992 Report

Volume III: Appendix BLong Creek WatershedProfiles and Cross Sections

by Terry N. Waller, Lisa C. HubbardHydraulics Laboratory

Approved For Public Release; Distribution Is Unlimited

4,1-

93-17446 ' T"

93 8 3 151Prepared for U.S. Army Engineer District, Vicksburg

The contents of this report are not to be used for advertising,publication, or promotional purposes. Citation of trade namesdoes not constitute an official endorsement or approval of the useof such commercial products.

'Lj PRIINTED ON RECYCLED PAPER

Technical Report HL-93-3May 1993

Demonstration Erosion Control

Project Monitoring Program

Fiscal Year 1992 Report

Volume II: Appendix BLong Creek WatershedProfiles and Cross Sections

by Terry N. Waller, Lisa C. Hubbard

Hydraulics Laboratory

U.S. Army Corps of EngineersWaterways Experiment Station3909 Halls Ferry RoadVicksburg, MS 39180-6199

Final report

Approved for public release; distribution is unlimited

Prepared for U.S. Army Engineer District, Vicksburg3550 1-20 Frontage RoadVicksburg, MS 39180-5191

US Army Corpsof EngineersWaterways Experiment N

- /

Wtaterway ExeietSainCtlgn-nPbicFationat

tionsTby Ter.WrU.S. ARMY ENGINEER

HEADQUARTERRSNTSTAIOBUISULDINGI.q;PI3tl0-1

KAIN LABORATORYROA

WI•4•ATERWATYSk EXEWN STATION

WallerG TerryM 398.9

District, Vicksburg.108 p. • ill. ; 28 cm. -- (Technical report ; HL-93-3, v. 3, app. B)1. Channels (Hydraulic engineering) -- Mississippi -- Long Creek Watershed

District. 2. Channels (Hydraulic engineering) -- Mississippi -- Statistics. 3.Long Creek Watershed District (Miss.) I. Hubbard, Lisa C. I1. United States.Army. Corps of Engineers. Vicksburg District, Ill. U.S. Army Engineer Water-ways Experiment Station. IV. Title: Long Creek Watershed •profiles and crosssections. V. Title. VI. Series: Technical report (U.S. Army Engineer Water-ways Experiment Station) ; HL-93-3, v. 3, app. B.TA7 W34 no.HL-93-3 v.3 app.B

Appendix BLong Creek Watershed Profilesand Cross Sections

Channel Profiles

Comparisons of channel profiles in the Long Creek watershed from 1985and 1991 are shown in Plates B1-B19. The following channels are representedin these profile plots:

Creek [ Plate

Bobo B1

Caney B2. B3

Goodwin B4. B5

Goodwin Tributary #2 B6

Goodwin Tributary #3 B7

Goodwin Tributary #4 B8

Goodwin Tributary #4E B9

Hurt B10, B11

Johnson B12-B14

Long B15, B16

Peters B17, B18

Pope Tributary B19

Channel Cross Sections

Comparisons of channel cross sections in the Long Creek watershed from1985 and 1991 are shown in Plates B20-B103. The following channels arerepresented in these cross-section plots:

Appendix B Long Creek Watershed Profiles and Cross Sections B1

Creek [Plate

Bobo 820-827

Ciney B28-B41

Hurt B42-B49

Johnson B50-B71

Long B72-B88

Peters B89-B103

B2 Appendix B Long Creek Watershed Profiles and Cross Sections

0000

'40-

Qo

C)L- Ln ->,a- 0:00)0 0')G) K) 0

m 0) 0

(D-0

m F-)

0

(OC)L SB!J

L.rQ)~

N o o o

u I) ) 0-4-'m -0 0~

1 0 -VQ) 01 L()

E) W a) 1')

1 U)

0)0

0

0LOl

00 0

0o 0 0D 0n 10 0 04 0 0) 00

C4 N N Nq N N CN 7N (N -

I UOIIDAal]

PLATE BI

00

C14

(14 00

0 --

W0NU-U

L) 0) 0

0 - m

_0 L0Q).

00

C4o0-Y Q) 4) cn o oa) C: - I o oco U

K 0000Ono) G)0 0o 0)

000

00

Ocn

o --

u~G (C G (N SOD

Coo

U-

U)r

o 0 0 0 0 0 0 0 0 0- 0 a) 00 r WO to v- n. (Nr (N (N (N (N (N (N (N (N (N

I4 'UOIIDAaI3

PLATE 62

0

0

00

C'a-

Q) 0

CL 00

al -- 10

o -o) -0

0I0 1.0

04W0

Q) (

(I? .2~

C 00

OQ0) 0 0)

C) 00 00

0) (N)

C-)

0 30E3 c. .o 0

C7) 0 M (Nr(N

Co

r)coz -'ae 0O

0) 0)

00~~ ~ ~ ~ 0 0 0 0lq* ~ ~ ~ ~ ~ 1.0N ) co r c r,PI) o r rn N C0N CN

Ij~~' (NIDA1

PLTEB

0

0

0 0Lol

00

0) 0

0

CD

Lfl

Co 0 .0 Z

C~o 0000

0 0-0

(n

(0901 I S3

-0o 0 0 0 0 0 0 0 0

o f-ggE (N - 0

P) Z (N NJ ( (N (N ( (N N 0

U 'U~qD~aI

PLATE B

C140

CNJ

1-1-

-Y

0Q) a

o W)

Q).

LU)

Q,)

-0.9

00

00

-j-

CN

(09 ) t q.L p(oLo9Z (O CZ s * UAP

(N

(o0z 0 0~ 0~oz(nv)31~JCN 0 o r- (D 0

to p) e C14 CN N N N a11 'UOIDL91

PLTEB

0

0C4

00

0- 000

(L))

0

0) 0

-C-

000

000

-0-u.

Q) CN

C'))

00

0 00-0

0--

0-0

0C)

LO)(N

0 0 0 0 0 0 li 0 0 0 0t') (N 0 0) No r0 CD to)

IV p) V) IV I) N (N ( N (N (N

Ij 'LJOIIDA91]

PLATE B66

0

0

0

00

C-4 L.

CF0.- 00

E Q))ý 0

0

000

0 0

a)tU.- c ?l

C: 00

000-10 -0

0

in

0Ln(N

(09s) to Soo

0 00 0 0 0 0 0 0 0 0-it) pr) P)4 (7) (0 (N to

I4 'UOqIDA@13

PLATE 67

0

0

CN

(009L 0f# 0 - _ 0

0 o u0

o -C Q)

_0 L0

(I)

-$ý L- (90 L L) Z# SOD

000

00

C: 000 C0

0(0991,) 3*# Ajolnqji~ uimpooo 10

0 0 0 0 0 C0 0 0 0 0 0No r- to ) It 1) CV 0 0) G

W) tnpe f) p') fn nflN C4

11 'UO!IDAal3

PLATE 68

LL000

00

Lu 000

LI)

0-6

0

C) 0- 0

LIn

C) 0

o0

C) OD

C 0C~ 00

-U)

C)

r-o IUto, MK) r rn q W) CN N

Ij 'UOID~a0

PLTEB

-~0004

0

0

-Y :L- LflCLQ 000a

0)0)0

0)0

cim 00bp

'4- LI)

Ua) to

'i R-

CN _N .0

Y o 0)

00

-J0

U)f

'SC

o 0 0 0 0 000 0 0 0- 0 a) co ( D LO n~ (N -

C14 C14 C14 (N4 (4 (N4 C14N(N

I4 'UOrIDAal3

PLATE BlO

00

00

00

04-

0

0)-

1-0

_0 L0

Q) CN

-0

U)'

0)-

00-

L. tO

o 04

04

LAC14

04

00

PLAT 1

00

0

ULn 0

040 0 00

0 0 0

"i 4c3 0 U-)C

0)0 0

0~~~-c c'i -- f

-C00 00

-- 0

Q) CN

0C: ~0a

V))

0 ~CY0)0

0N0.

-(l

0~0)

0 -00

(O o~t o"I q L

0

Ul

CC

O0 0 0 0 0 0 0 0 0 00) CO r- D tA 14 ?) 1 - 0) a)N C1 CN CN C1 (N N 04 (N (N -

Ij 'UOIJDA91]

PLATE 612

00C)0

00C)-- W )

CNN

coo-)Q) - L

(o~oQ) a0~ Of(ogt- I sr) --e

(~~C) 0003)

C 0)00

0

-4-i) ri)3

Q)(onlo) if spo

U~00

L. 0 0 0 C)U'

L)- 0 0 0 (D CK O)0

0 0)

cC

2o -< E

006" -0

a e) -t If)C

00

-C N

0

0 0 0 0 0 0 0 0 0 0 cF) (4 - 0 Go r-. to U') Nt WIW), W) fn n (N (N N (N (N (N (N

PLATE 613

Q0

00

0)00

0)0)0

- 00CQ)C_j 0

-0it)

_0 L0

N

Uit

Q) Q) -

-I-, Q)

U0

C) .

c - 0)I.)

L)O 0 0

0 0

U)U

C14

~i@, 00 L. NCCV

0)0

it)

0)

0 0 0 0 0 0 0 0 0 0 _x:

00 11ID t) It p) N - 0 07) 1tPI) fV) 94) to) to14p) N4 N4

11 'UOIIDAafJ

PLATE 814

0

Cfl N

V C7) 0 0 0

04, 0

1 0 U-0a

00- L. 0 )~0%o n' OSS o0~j - --

O0 )0

0 -0

N pr)

0)0

0r0

d 0)

Q)o

0)'

0LI)

0

4) 0c~0

o 0 0 00) r- to to It re ) N04 0 a)(N N N N N ( N N N4 (N- CN

Ij 'U0!IDAal3

PLATE B1 5

000

0

0

0

0 U

0) 0) -

L. -0 -

CD

0-

U')

00

o.2

o~ - -

Cto00-0

o o o

0 0

0) 0 0 Qa0 0

0 oý U-

r4'o~AI

PLATE B0

Lfln

W190~L ODpe

-~~~~0 I- 0sOa

U)C 00 00)

I~M 00'

o~~~ L. N N i)C

o o o-C~ 0 N 0

Ln - - -

C04 00Co-

0 o .2)

U) 000

00

r 0

o 0

0 0t

-0In

0 0 0 0 0 000 0 0 0pr) N 0 Y 00 fl to InNS N N N - -- - -

14 'UO!JDA9IJ

PLATE B17

000

0

0

Ln

0 LA)

Q)) LC. .Ž) a

00

L

I ci q

Q) Q

Q)L0iJ

00

00-

0-

0

LA

U)N

000

~~ L

O~(N4) W)

CP00

Dg 0

U) I

0

0 0 0 0 0 0 0 0 0 0 co(0 LA) ( N - 0 0) co r (r

N ( N N Nq (N N .

11 'U0IIDAal3

PLATE B18

00

0

0)0

-00

a- 00

0) 0)

L.n

_0 00

U)*

0)

0-

0J 0in

(ooe,t) 96PI.g0

-00it)

o 0 0 0 0

(N ( N (N (N C4( N N (

1) 'UOIIDAal3

PLATE Big

ii

cu

I

>-W

PLAC TEOS.- ZB0

PLATE 620

!]

I-I

--_ _ _ _ -_ _-_ _

W - > 4I4---- 0 c H C LL a 04- 2zc_.,

PLATE B21

]

Q-4

__________ __________ __________ __________ _ US-4

*1

S4-Uw

-iUw

nJ IiJ -4

NC U�SS..- ZW�O

PLATE 622

cu -u

__________C He___064___ U

PLT 2

7-

r-i

IQ

w-wu4-o LL a.,.. Z 0 zo0

PLATE B24

-I .

LL.

LhJU>4+-OC HC U.004- ZO~

PLATE 625

'It\ -__ _ _ ,=4

I-

I'

W e- 0 " I 1- - I 4- ;1:

PLATE B2_ ____ ___6

II

I

cu f.

W - N > 4 4L

PLATE 627

L.

,-i

-4-

W- >44- 0C H CLL0 4- ZWD=0

PLATE B28

--4

II

3 _ _ _

W- 0 > 4-- 0 r H C W 04 ZO=0O

PLATE B29

-4

I UIL

U _________

-i

Uw

111111111 111111 -�

Eu (U

w-u�..--oc HE ILSS4 ZCD�O

PLATE B30

I f ;

-4 -

__ __ __ -- 4Q 0 c H C L 0 4- z~

PLTEB3

___ ___I-4

____ ____ U_________ -- 4

Q-4

'I-- Ii�_____ -----.- _____

/ .4-a4-Co

-� U',

II I ii III TT1�

(U CU

i-c mA.Su- zcn�o

PLATE B32

I.

/ -i

-4

____ ___ _ __ ___ ___ ____ ___ _ __ ___ _ _ Ul

__ __ _ _ _ __ __ __ _ __ _ _ __ _ - |-4

I _ _ _• _ _•0 - _ _; •m- ZL

PLATIB3

OR

CS)

LL

I _ _ _ r J

W- 4-'4U C L 0- Z~

PLATE B34

INi

W-UD>U4+-OC HC we&+- 2Woo

PLATE B35

-4

II

L-

W- W > M--- 0 C H- C LL. W+- ZLD>C

PLATE B36

\\4

II

- - - -- - - -- -

-- -_ _ _ -_ _ -_ _--_ _--_ _-- --- - - -, L

r4-

LA) v 4 • _- 0r H- - -La.-0 - ______

PLATE B37

Flu-,

ii

--- >---

PE

f4

-I~I -

J W-U) U---O0C H C I, . Q - 2WL ; O

PLATE B38

-9

-41

-4 -4

W-W fo--.- C C LLSW4- Zw~pD

PLATE 639

-,4

W->4-C HCLW|.Z

4-

(-'

W--U 9-•0 NC t. 0 64- ZW.9>r'

PLATE B40

-4

____________ 3-4

U-1

3 -4S4-a4-

/ U)

-7 _

=1

-4-4

I I -�

NC �gw.- ZtD�D

PLATE B41

]S-L

cu cu

W-W> +.-O HC ow-l Z-4

PLATE B4

-I

-II

i _i

W-WS> 4--OC IH.C U.604- Z O.O

PLATE B43

-4 -

W-0> +--O HC ow+-ZO4

PLATE B4

-*4

S.. .. 4 .

,.4-

w

ItI

Cuw-u> .- OC H C U.L 0 Go4- Zo >0

PLATE B45

]

(-

\-

I _ _ I

! I

4

__I

W - N ) > 4 +- - 0 C H C LL L W +- Z O >.

PLATE B47

-4

-4

W-WSv4.--OC HC LLSW+- ZO=00

PLATE 648

1ij

4-

J4J4

II

" ~PLATE B4g

w-4

_____ _____ _____ _____ *4--�uI�4b�

-4

_____ _____ _____ - ____ ]-�

-4-4

I'll liii liii

-4 -4'U

WW>U4O� -4C U.WW4- ZW�D

PLATE B50

c~u cu

W-S i4--O 0 NHC LL 0 U4- Z

PLATE 651

U S,

cu 4u

W- w> t+---cc c U 0)104- z 0=-4

PLATE B5

II

II

4,IIw-iS.-C,4CLW4-z,Pto

w• - Go > 69-• 0 a c = H c . 0I a4 ZO,>O

PLATE B53

II

II

_ _ _ _ _ - - -- - - - - - ------

CS

S I I I I i I I I I I I I I I I I -t

W-O U44--OC HC La.Ug+ Z(.=o

PLATE B54

/- -4

cu C~/

_ _>4- O _ _ ww/ IO O

PLAT BS5

II

°-

- >

PTB

I I I I I I I I I t rI -1

bJ •) l~-.- C I- LLS.S'4~- Z~;>

PLATE B65

II

LA-

I'

W3 0 > 4 4- - 0 C H " L. .

PLATE B57

-R4

____ __ / ____ __ _ ____ ___ __ c

W-W> 4--O HC O04- ZO=0

_ _AT _ _5_

L=

-4

W.. 4.. - 0C L0404 P

II-4-

I'll l~iiiI I

wgiu-o - L.S-Z O

PLT 5

W-W~o4-- C HC Www+ Z->

I]PLATE B6

I I S)

T -4

W- 0> 44- 0 H C LL V04- O-0

PLTI6

-4

/

U-

_____ )U-.4-'U.9-

cn-i

R�.

-4-4

11T1 rir � �rr -- i--r-�- -

I-, b�

w-gu4--o� HC LLSO4 Z(��O

PLATE 662

]L

W- v)> 4--O0c H C LL vW4- ZO>~D

PLATE B63

-i

-4/____ ____ ____ ____ 8

- -4

-�--------. IU-3 �8

.4-

4-

C:,

I _________________________________________

/

-4 -4

4�) b�

W-g>g4--OC MC LLS�4- z�.O

PLATE 664

JI

I-

I-

i S)

II

4L

-~~~~~ ~- - ---

a-w g Oc H LLP0A4T ZB65

PLATE B65

ILI. ..._ _ . .._ _ . _. . _ __...

a/

I- I

Go I>4gON*0c H C LLwWOI6- ZWo.O

PLATE B66

J]

S

-4

J > I -- 0 C L . a 0-4- zto =" 0

PLATE 867

/ ]

-i

j-4

-- 4•

-4

_ _•)4, _ _ _ _ Imel- t.i>

PLATE B6

I -�

-I

-4

__ IIL

3 4.'U4-U)

-4-4

III' liii

-4 I�) �-)

UJ-S>E4--OC HC LL@1S4- Zt3�D

PLATE B6�

I]

t-

I-

! -4/

U " -

__ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _U

-4-

I I I I I I I '

PLATE B70

-S4

LLI W >4 0 H LL a 4 z 0D._

a __PLATEB71

'4-

, Q_ -I t__ _ _

'-4-

PLATE B72

-i4

U,.

t' t

I I I I I4.- I - IJ I I~o I 1.r TT>-

PLATE B73

II

....... . .... ......

ru -u

II

> . H-

PLATE B74

__- - --- --

if

i "

PLATE B75

II

I-t,.

Cu cu

I-ic LWS4-

W T > M 4- 0 C H C LL 7 6-4- ZO>O

PLATE B76

!-I

I-

_

Ij

* w 4

i4

PLTEB7

iL

I_ _ _ __ _ _ ITIII I

i ,,-4

I-

I I I-I I I I

W-- WV 44-.-- 0 C H C LL 0 +ee- Z( Lo> 0

PLATE B78

W- a 64-- c H-

P E

_______ __ ____.U__4'

PLATE 679

-R4

It Jý4f

'I > 4 - c "C W 0 - Z >

PLATE B8

II

ILL

-1 -

i-

- •

LU- > 44--O0C C4 LLiW 0 - Z 0 >

PLATE B81

_ _ _ _ _ _ I )

I _ u

0 > 4- c C V0 4 z 0=04

_LT _B8__2

--4nw

-4u

'!-I

I-

W -4G > --o 0 C H C U. 0 04- Zol >0

PLATE B83

LL--- --- --

W-W> 4--D HC ~w4- ZC->

PL T B84 _ _ __ _ _ _ _ _N _ _ _ 9

LL)

PLATE B85

II

LL

-II

-4 -

II1III I I 1 I [ i i I

w•w> f-.--- " HC LLSW .- ZWo.-

PLATE B86

/w

---

-L

I E

' ii

ZOo~o

-LLPOT4E- ZB8O

PLATE B87

U-

i -i

w > m -- 0 c HW - Zc-w

PLATE B88

]L

T _TT ____ I I T -I

W-0> 4--O HC 004- Z4-

PLTEB8

Y o-U

I I I --

W• IV > 4I- I C L C L. S4- ZC.9 D

PLATE B90

--- 4

S" -- I.- " ll

W -- > 'O'- 0 H € IA.lip iP~- Zf,4-

P4-Ti B9

iII

I

V_ _

-I=4- _

______ ______ ______ ______ -i

I. -I________ ________ ________ 1

I IL

______ ______ I, ______

4-

4-

Q-4

It

-5 __

I,-I -4 -4 -4 -4 -4

W-U�u4--OC MC ILU*4- ZC���O

PLATE B93

T--4

I _ _ _ _ I

W-SU4+--OC Hr 0S4- ZC~oo

PLATE B94

]N

NN

N

______ N ]

-I-4

U-

U S4-

-I

II

/

//

//

//

//

/ -I

-4-4

-4 -4(U (U ..4

HC U-SS- ZW�O

PLATE B95

Ll-4"

-- i

W- W 4 4--O0-C -NC LL L 0 4- Z 0 O

PLATE B96

HC W804- 4o4

PLATE B97

CO)

cu cu

LLI- 0 4 0C Hc L. aa --- 0 O

PLAT B98L

W-644-Oc C IW064 Z(3=00

PLATE 699

lr--i

'U4cu 4-

W-W>4--OC He w w+- O =0

PLATE_ __ __ _ _ __ _

! ]!

!1'u1

Cu cu-

W- ll > 4-- 0 C H C W N 64- D•>O

PLATE B101

-i

-i

-4

1 _ _ _ 1LL_____ _____ _____ -- I

.4-'U4-

_____ _____ _____ ____ _____ - U,

I.-� WI

-4-4

-.4 -4

W-U�U4--OC I-IC b.S@.. ZW�O

PLATE B102

II

I-

.. .. ...... .

W-U>U4--OC HC Was+4- zID~O

PLATE B103

Form ApprovedREPORT DOCUMENTATION PAGE oMS No0704-0188

Pubi'c redorning burden for this Collecton of information i$ estitmted to average 1 hour or response, rncluilng the time tot reviewing instructions. searchnn" extstnq data sources

gathering and maintaining the data needed. and comoleting and reviewing the collection of ,ntormaton Send comments regardlng this b.,den estimate or an, other aspet of ths

collectiOn of informatiOn, including suggestlons for reduinlg this burden to Washington meadQuarsers Serices. Directorate for Information Operations and Repors, 1215 efferfson

ODavs High•ay. Suite 1204. Arlington. VA 22202-4302 and tm th. Office of Manaigement and Budgetr Paperwork Reduction Project (0704-0188). Wasn-gton, CC 20503

1. AGENCY USE ONLY (Leave blank) 2. REPORT DATE I 3. REPORT TYPE AND DATES COVERED

May 1993 Final Report

4. TITLE AND SUBTITLE 5. FUNDING NUMBERS

emonstration Erosion Control Project Monitoring Program,iscal Year 1992 Report; Volume III: Appendix B, Long Creek

Fatershed Profiles and Cross Sections6. AUTHOR(S)

Terry N. Waller, Lisa C. Hubbard

7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) 8. PERFORMING ORGANIZATIONREPORT NUMBER

U.S. Army Engineer Waterways Experiment Station Technical ReportHydraulics Laboratory HL-93-33909 Halls Ferry Road, Vicksburg, MS 39180-6199

9. SPONSORING / MONITORING AGENCY NAME(S) AND ADDRESS(ES) 10. SPONSORING/ MONITORINGAGENCY REPORT NUMBER

U.S. Army Engineer District, Vicksburg3550 1-20 Frontage RoadVicksburg, Mississippi 39180-5191

11. SUPPLEMENTARY NOTES

e main text and Appendixes A-F were published under separate cover and are available from National TechnicalInformation Service, 5285 Port Royal Road, Springfield, VA 22161.

12a. DISTRIBUTION /AVAILABILITY STATEMENT 12b. DISTRIBUTION CODE

Approved for public release; distribution is unlimited.

13. ABSTRACT (Maximum 200 words)

The purpose of monitoring the Demonstration Erosion Control (DEC) Project is to evaluate and documentwatershed response to the implemented DEC Project. Documentation of watershed responses to DEC Projectfeatures will allow the participating agencies a unique opportuntity to determine the effectiveness of existing designguidance for erosion and flood control in small watersheds. The monitoring program includes 11 technical areas:stream gaging, data collection and data management, hydraulic performance of structures, channel response,hydrology, upland watersheds, reservoir sedimentation, environmental aspects, bank stability, design tools, andtechnology transfer.

Appendix B documents the channel cross-section and profile data used in the detailed geomorphicassessment for the Long Creek watershed that is presented in Volume I of this report.

4. SUBJECT TERMS 15. NUMBER OF PAGESJhanne cross sections 108Channel profiles 16. PRICE CODE

Long Creek

17. SECURITY CLASSIFICATION 10. SECURITY CLASSIFICATION 19. SECURITY CLASSIFICATION 20. LIMITATION OF ABSTRACT

OF REPORT OF THIS PAGE OF ABSTRACT

UNCLASSIFIED UNCLASSIFIED I INSN 7540-01-280-5500 Standard Form 298 (Rev 2-89)

Prillc•bed bv ANSI Std 21.9182198102