First Powerhouse, Bonneville Dam, Columbia River, Oregon ... · First Powerhouse, Bonneville Dam,...

US Army Corps of Engineers® Engineer Research and Development Center

First Powerhouse, Bonneville Dam, Columbia River, Oregon Report 2, Tracking Velocities Hydraulic Model Investigation

Robert Davidson April 2000

20000503 029 Approved for public release; distribution is unlimited.

DTIC QUALSTY IN£

ERDC/CHL TR-00-3 April 2000

First Powerhouse, Bonneville Dam, Columbia River, Oregon Report 2, Tracking Velocities

Hydraulic Model Investigation

by Robert Davidson

Coastal and Hydraulics Laboratory U.S. Army Engineer Research and Development Center 3909 Halls Ferry Road Vicksburg, MS 39180-6199

Report 2 of a series

Approved for public release; distribution is unlimited

Prepared for U.S. Army Engineer District, Portland P.O. Box 2946 Portland, OR 97208-2946

Engineer Research and Development Center Cataloging-in-Publication Data

Davidson, Robert A. First powerhouse, Bonneville Dam, Columbia River, Oregon. Report 2, Tracking velocities , hydraulic

model investigation / by Robert Davidson ; prepared for U.S. Army Engineer District, Portland. 63 p. : ill. ; 28 cm. — (ERDC/CHL ; TR-00-3 rept.2) Includes bibliographic references. Report 2 of a series.

1. Fishways — Columbia River — Mathematical models. 2. Fish habitat improvement —Columbia River. 3. Fisheries — Oregon. 4. Columbia River. 5. Bonneville Dam (Or. and Wash.) I. United States. Army. Corps of Engineers. Portland District. II. Engineer Research and Development Center (U.S.) III. Coastal and Hydraulics Laboratory (U.S.) IV. Title. V. Series: ERDC/CHL TR ; 00-3 rept.2. TA7 E8 no.ERDC/CHL TR-00-3 rept.2

Contents

Preface iy

1—Introduction 1

Background 1 Purpose and Scope 1

2—Scale Model 3

Similitude 3 Interpretation of Experimental Results 4 Model Description 4 Model PSC Description 4 Calibration of Model 5

3—Model Experiments and Results 9

Experimental Conditions 9 1.5240-m (5-ft) slot experiments 9 6.096-m (20-ft) slot experiments 10

4—Conclusions and Recommendations 13

SF298

List of Figures

Figure 1. Project location 2

Figure 2. General veiw of l:40-scale model 5

Figure 3. Schematic of PSC 6

Figure 4. PSCs in place V

Figure 5. Gate calibration curves 8

Figure 6. Flow line comparisons 11

Figure 7. Center line flow line comparisons 14

ill

Preface

Velocity experiments to define the flow conditions upstream of prototype surface collector at the First Powerhouse at Bonneville Dam, Columbia River, Portland, OR, were performed for U.S. Army Engineer District, Portland. Funding for this study was received by U.S. Army Engineer Research and Development Center on 14 July 1998.

This study was conducted in the Coastal and Hydraulics Laboratory (CHL), Vicksburg, MS, ERDC, from August 1998 to October 1998 under the direction of Dr. J.R. Houston, Director, CHL, and Dr. P.G. Combs, Chief, Rivers and Structures Division, CHL.

Model velocity information was obtained and plotted by Ms. Danea Polk, hydraulic technician, under the direct supervision of Mr. Robert A. Davidson, research hydraulic engineer. Analysis of the velocity information and final presentation of the information was accomplished by Mr. Davidson under the supervision of Mr. J. F. George, Chief, Fisheries and Structures Hydrodynamic Branch. This report was written by Mr. Davidson.

During the course of the model study, Mr. Randy Lee and Ms. Karen Kuhn, hydraulic engineers, Portland District, visited ERDC to observe model operation, review experiment results, and participate in experiment planning.

At the time of publication of this report the Acting Director of ERDC was Dr. Lewis Link. The Commander was COL Robin R. Cababa, EN.

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

IV

1 Introduction

Background

Bonneville Dam is located on the Columbia River at river mile 146.1, approximately 64.36 km (40 miles) east of Portland, Oregon (Figure 1). It is a multipurpose project that consists of the first and second powerhouses, the old and new navigation locks and a 45,308.8 cu m/sec (1,600,000 cfs)-capacity spillway. Construction of the first powerhouse, the old navigation lock and spillway, began in 1933. President Franklin D. Roosevelt dedicated the lock and dam September 28,1937. The construction of the first powerhouse was completed in 1943. The first powerhouse has a flow capacity of approximately 3,624.704 cu m/sec (128,000 cfs) and a rated power output of 526,700 kW. Construction of the second powerhouse began in 1974 and was completed in 1981. The second powerhouse has a flow capacity of approximately 4,530.88 cu m/sec (160,000 cfs) and a rated power output of 558,200 kW.

Purpose and Scope

Surface collectors are being studied as a possible solution for bypassing juvenile salmon around the turbines at the Bonneville First Powerhouse. To determine if fish will use the surface collector as a passage route, it is necessary to determine how juvenile salmon will react to the surface collector. Juvenile fish tracking studies were conducted during 1998 in the forebay of the Bonneville First Powerhouse in the area of the prototype surface collector (PSC). Pacific Northwest Laboratories (PNL) acquired the fish movement data. Three- dimensional velocity information was obtained from the l:40-scale model to overlay with the fish movement data to determine if the juvenile salmon were following the flow lines into the PSC. This velocity information will be delivered to the U.S. Army Engineer District, Portland, who in turn will deliver it to PNL for overlaying with fish movement data.

Chapter 1 Introduction

MMflV£j>y. «tacjtf- x \ ,*fcnt.> I '\^' ^ 'Htm» 4***'' • i •.'»:'*■

ifotä- ~4bsruvuui-A r.vöjnwn!

ICO tfclllmrTf

^Nl iV-pftwShalf ^v

J Qoimtnil« r Day QkbmtwJj'

Browntee—JP

N V6..I

Praäecl!:

Jsstoän.

^f(feÄ

Figure 1. Project location

L~ J tSrer „si- i

>.- •. - -Tcf:' • .*j Lt->>v Al <s

Chapter 1 Introduction

2 Scale Model

Similitude

Complete similitude in a laboratory model is attained when geometric, kinematic, and dynamic similitude is satisfied. Physical models of hydraulic structures with both internal flow (pressure flow) and external flow (free surface) typically are scaled using kinematic (Froudian) similitude at a large enough scale that the viscous effects in the scaled model can be neglected. Velocities scaled using kinamatic similitude (model Froude number equal to prototype Froude number) in a l:40-scale model have maximum Reynolds numbers at the peak discharge on the order of 105, yet the corresponding prototype values are on the order of 107.

Because the friction factor decreases with increasing the Reynolds number, the model is hydraulically too rough. The scaled friction losses in the model will be larger than those experienced by the prototype structure. However, the focus of this study is the determination of flow lines in the approach channel and the comparison of the fish movement data to these flow lines. The flow lines are determined through velocity measurements. Only a portion of the powerhouse structure was reproduced so the difference model to prototype friction losses would be difficult to determine. Also, the difference in roughness of the topography between the prototype to the model would be difficult to determine since prototype information on the approach channel is not available. It is very important that the model accurately reproduces enough of the approach topography and specific portions of the intake of the powerhouse to properly develop flow conditions at the powerhouse. The upstream limit of the model was established based on the prototype channel in which the entering flow within the boundaries would be fully developed in the area of consideration. Since the model topography exceeds 20 times the depth upstream from the area being investigated, the velocity measurements in this scale model should compare favorably with those present in the prototype resulting in the determination of accurate flow lines.

Chapter 2 Scale Model

Interpretation of Experimental Results

The accepted equations of hydraulic similitude, based on the Freudian relations, were used to express mathematical relations between the dimensions and hydraulic quantities of the model and the prototype. General relations for the transfer of model data to prototype equivalents, or vise versa, are presented in the following tabulation:

Dimension Ratio Scale Relations ModekPrototype

Length Lr=L 1:40

Area Ar =Lr2 1:1600

Velocity Vr=Lr1'2 1:6.32

Time Tr=Lr1'2 1:6.32

Discharge Qr=Lr5'2 1:10,119

Model Description

A l:40-scale model of the Bonneville First Powerhouse was constructed in 1995 (Figure 2). All 10-powerhouse units were reproduced from acrylic, including the ice and trash sluiceway and the juvenile bypass channel. Approximately 487.68 m (1,600 ft) of approach topography was also reproduced. The Portland District supplied topographical plots to ERDC, and they were transferred into a digital format. This information was then used to produce templates, which were set to grade in the approach, steel flume that had been fabricated for this model. Concrete was poured and smoothed between the templates. The upstream portions of the new and old navigation locks were reproduced from plastic-coated plywood. In addition, submerged travelling screens and vertical barrier screens were reproduced from brass and installed in the model.

Model PSC Description

Four PSCs (Figure 3) were constructed of plexiglass and installed on the front of Units 3 through 6 (Figure 4). The PSC had a maximum prototype opening of 6.096 m (20 ft), but any opening less than that could be set on the model PSC by the addition of sheet metal coverings. The invert elevation of the PSC floor is at el 30.5 ft. Each individual PSC covers one entire powerhouse turbine unit and the upstream face of the PSC has the same slope as the face of the powerhouse (11.3 deg). Flow will enter the PSC through the front slot and will be passed through the PSC into the three bays of the powerhouse unit of which it is


AN*

farm ' 'Ä**4&1 ■<w- ■*.is * ^ • .-: W '.&%

'*.. $ '* jit guff!. "** •• »-<p»i

■-?*

4»

;>*%•.

%

I--**!

!«fciK»;

i Figure 2. General view of 1:40-scale model

attached. The sides of the PSC have solid walls that will not allow flow to pass out. This means that any juvenile fish that pass through the PSC will enter the powerhouse unit and will either pass through the turbine or will be guided by the submerged travelling screen. Juvenile fish may pass also through PSC into the ice and trash sluiceway, when the ice and trash sluice gate are open in the turbine unit with the PSC in place. Changing the PSC entrance slot width or changing the turbine discharge will affect the flow through the PSC which in turn has an effect of the ratio of flow through the PSC to flow which passes under the PSC.

Calibration of Model

Water is supplied to the model by six pumps. Each pump is capable of supplying 0.0850 cu m/sec (3 cfs) (model value). This provides a total prototype inflow capacity of approximately 5,153.876 cu m/sec (182,000 cfs). A data industrial flow meter was placed in each inflow supply line. Each flow meter was calibrated in the Coastal and Hydraulic Lab's Volumetric Calibration Flume prior to installation in the supply line.

OPEN.BACK FRDNT. SLOT

SIDE VIEW

-eaoooo- TDP VIEW OF PSC

FRONT VIEW OF PSC

SOLID SIDES

—50.0000—

ELEVATIDN VIEW OF STRUCTURE WITH PSC IN PLACE

Figure 3. Schematic of PSC


Figure 4. PSCs in place

Each powerhouse unit was constructed with three vertical control gates located at the center line of the turbine. Each one of the three gates is operated separately and controls flow though an individual bay of the powerhouse unit. Based on information obtained from the l:25-scale Bonneville First Powerhouse section model, the flow through each bay of the powerhouse unit is nearly equal. The control gates in the powerhouse were calibrated (Figure 5) by setting all gates in the powerhouse to a particular opening. A discharge was set and the upper pool was allowed to settle. This head pool was recorded and then the inflow was increased in the model. This procedure was repeated until the upper pool elevation exceeded elevation1 (el) 80. This entire procedure was repeated until the flow through each unit exceeded 396.452 cu m/sec (14,000 cfs).

Velocity information was obtained in the model with an Acoustic Doppler Velocity Meter (ADV). Calibration of this instrument was performed by the manufactor and no additional calibration was required.

1 All elevation (el) cited herein are in feet referenced to the National Geodetic Vertical Datum (to convert feet to meters, multiply number of feet by 0.3048).


80-

75-

70-

65H

60

55

50-|

45-

40-

35-

30-

25-

20-

15

10

5

0

INCREASING DISHARGE DECREASING DISHARGE

"T" "T" ~T 1000 2000 3000 4000

~r ~r "T ~r "i—r 5000 6000 7000 8000 9000 10,000 11,000

PRDTDTYPE DISHARGE PER UNIT, CFS

I 1 1 1 12,000 13,000

1 1 1 1 14,000 15,000

Figure 5. Gate calibration curves


3 Model Experiments and Results

Experimental Conditions

The scope of work that was sent to ERDC by CENWP requested velocity information be obtained in a 2-m by 2-m (prototype) grid around the entrance to the PSC on Unit 3 for both a 1.524 and 6.096-m (5 and 20-ft) slot opening with a floor elevation of 9.2964 m (30.5 ft). The powerhouse discharge settings were as follows: for Units 1, 2, 7, 8, 9, and 10, discharges were set at 319.9934 cu m/sec (11,300 cfs); Units 3 and 5 discharges were set at 277.5164 cu m/sec (9,800 cfs); Units 4 and 6 were off. The forebay elevation was 74.5. SluicewaylOC was open to el 71.5, sluiceway 5B was open to el 71.8, sluiceway 3B was open to el 72.0 and sluiceway 7A was open to el 73.9. These were the average prototype First Powerhouse conditions during the fish tracking experiments in 1998.

1.5240-m (5-ft) slot experiments

The model was set up according to the outlined experimental conditions. Two strips of sheet metal were added to the front of the PSC to reduce the slot entrance width from 6.096 m to 1.5240 m (20 ft to 5 ft). Velocities were obtained at a depth of 0.2926 m (0.96 ft) along the center line of the PSC and upstream of the PSC in 1.9995-m (6.56-ft) increments to a distance of 16.1331 m (52.93 ft). Velocities were also obtained at 1.9995, 3.999, 5.9985, and 8.001 m (6.56,13.12,19.68, and 26.25 ft) to the left and right (looking downstream) of each velocity measurement along the center line. This grid was repeated for depths of 1.9995, 3.999,5.9985, 8.001, 9.9974,12.0,13.9995,15.999,17.9984, 19.9813, 22.0005, and 23.0002 m (6.56,13.12,19.68, 26.25, 32.8, 39.37, 45.93, 52.49, 59.05, 65.62, 72.18, and 75.46 ft). Measured velocities showed a fairly equal velocity distribution of 16.6036 m (54.49 ft) upstream of the PSC (Plates 1-9). However, the closer the velocity was measured to the PSC (except for along the center line) the higher the velocity magnitude was below the collector than above the floor of the collector. This shows the blockage of flow to the turbine caused by the PSC which results in a steeper downward flow component above the collector floor. Velocity measured along the center line

Chapter 3 Model Experiments and Results

showed a closer velocity magnitude and direction relationship between flow below the PSC floor and flow above the PSC floor (Plate 1). This indicates that if juvenile fish followed flow lines they might enter the PSC if they happen to be in the flow lines that supply water to the PSC. The velocities recorded in Plates 1- 9 reflect only the vertical and perpendicular velocity components. Plan view plots (lateral and perpendicular velocity components) indicate that fish that are to the right (looking downstream) of the PSC entrance flow line may be directed to the PSC (Plates 10-22). The negative side of the flow area to the right (and left) of the center line is that this is in an area where the vertical component of the velocity becomes more negative (downward) the closer it approaches the PSC (Figure 6). Only biological fish tracking experiments performed at the prototype structure with the PSC in place will determine if the conditions described by these velocity experiments are conducive to effective fish collection.

6.096-m (20-ft) slot experiments

The model was set up according to the outlined experimental conditions. The slot opening on the front of the PSC was 6.096 m (20 ft). Velocities were obtained at a depth of 0.2926 m (0.96 ft) along the center line of the PSC and upstream of the PSC in 1.9995-m (6.56-ft) increments to a distance of 16.1331 m (52.93 ft). Velocities were also obtained at 1.9995, 3.999,5.9985, and 8.001 m (6.56,13.12,19.68, and 26.25 ft) to the left and right, looking downstream, of each velocity measurement along the center line. This grid was repeated for depths of 1.9995, 3.999, 5.9985, 8.001, 9.9974,12.0,13.9995,15.999,17.9984, 19.9813, 22.0005, and 23.0002 m (6.56,13.12,19.68, 26.25, 32.8, 39.37,45.93, 52.49,59.05, 65.62, 72.18, and 75.46 ft). Measured velocities showed a fairly equal velocity distribution 15.999 m (52.49 ft) upstream of the PSC (Plates 23- 31). However, the closer the velocity was measured to the PSC (except for along the center line and 1.9995 m (6.56 ft) to the left and right of center line) the higher the velocity was below the collector floor than above the floor. This shows the blockage of flow to the turbine that the PSC causes. Velocity measured along the center line and 1.9995 m (6.56 ft) to the left and right of center line showed a higher velocity, at the face of the PSC, above the floor of the PSC than velocities below the PSC floor. This is true at the PSC face, but the velocities upstream showed a more comparable top to bottom velocity magnitude. This indicates that if juvenile fish followed the flow lines they might enter the PSC if they happen to be in the flow lines that supply water to the PSC. The velocities recorded in Plates 23-31 reflect only the vertical and perpendicular velocity components. Plan view plots (lateral and perpendicular velocity components) indicate that fish that are to the right (looking downstream) of the PSC entrance flow line may be directed to the PSC (Plates 34-44). The negative side of the flow area to the right (and left) of the center line is that this is in an area where the vertical component of the velocity becomes more negative (downward) the closer it approaches the PSC. This was not as dramatic as the vertical velocities components obtained with the 1.524-m (5-ft) slot

10 Chapter 3 Model Experiments and Results

in

z D t-t (- >

□ o a.

S8QX3H *33VJWS H31M AD13S 33NViSM

i H i M i W M M M

to c o </3

co Q. E o ü 0) c

CO

CD

Chapter 3 Model Experiments and Results 11

opening, but it still occurs with the 6.096-m (20-ft) slot opening. Only biological experiments performed at the prototype structure with the PSC in place, with a 6.096-m (20-ft) opening, will determine if the conditions described by these velocity experiments are conducive to effective fish collection.

12 Chapter 3 Model Experiments and Results

Conclusions and Recommendations

The 6.096-m (20-ft) PSC slot opening velocity profiles indicated a higher potential for capturing a greater number of fish than the 1.524-m (5-ft) if fish follow flow lines (Figure 7). This is because the 6.096-m (20-ft) slot opening reduces the blockage effect of the PSC by allowing more turbine flow to pass through the PSC. The velocity profiles showed a negative (downward) vertical velocity component the closer the flow was to the PSC face for both a 1.524-m (5-ft) and 6.096-m (20-ft) opening. Field results of fish tracks, with comparable powerhouse conditions, should be compared to these approach flow conditions in order to truly assess the effectiveness of the PSC on intercepting juvenile salmon. This will be done by PNL.

Also, since the flow of the turbine greatly affects the flow through the PSC, fish tracking information should be obtained for several different turbine loadings for both the 1.524-m (5-ft) and 6.096-m (20-ft) PSC openings. Velocity information should be obtained for each of these conditions and these should be compared to the fish track information. This is necessary to insure enough fish behavior and hydraulic information is available to design a permanent surface collector for this project.

Chapter 4 Recommendations and Conclusions 13

in n t»«0»

i -^ -^ ä m K C"J CO C) ^ ,£

>5 r^ cö <S2

z z z zz o 33 3 33

in « in

u y u U1

p»

o»

I—H I—* I—I t—I (-4 I—£

z z z ZZ 3 3 3 33" CL

00 CP» OV

SSH13I •3WJ»S !Ql¥ft /MTT3I 33NViSni

I i i i £ I £ i J. 1 J. 1 J. 1 J.

n > 5

h t cu

in

>

D D a.

li "aauais joiim «rm aawism

to c o CO

co Q. E o Ü

CD C

o H—

CD C

CD

C CD Ü

CD 3 en

14 Chapter 4 Conclusions and Recommendations

./ / / i

I I ? ?

/ I

/ /

/ / CO 0>

/ I

/ / in -*

/ I

I i o eu -+ «j

I i J, I J, I A 1 A u '3DVJans soivn AITOE 33Wisia

I I

i A i J,

o in i—

m z 3

i

m in in» Ld a

<t- <J-

Cä2

i- u u <r u

, _* Y z H- CO a :=!

ro

m

a z <

o to

y i- i— H- l-h- , a z z 3 3

Z 3

zz in 133 ID

z 13 >K

in

u

CO

in it- u CO

to 1-

z Ld CL a

ED

ALD

D

KIN

G

D L

ELE

V

s- U'' □ CT> 1—1

z 3

a _j (A

z □□

.S CU (») •*\n z □

0Q a 1- 1—

1—1 1—1 1— t— K-

i—i i—i in Z Z Z ZZ 3 =5 3 33

a. CO cr. C*

u i- u a _i Ld >

S5

si 2 0.1- f-z □

M< i- ca < UJUJ

i-« ••*

u «to

da ttt

M ^ UJUJ UJ

Plate 1

z

u u y

f Ä CK: LJ r-

O

- - -1 a^n

co cr>-*

zzz mz

r; 3 d □ cr> .-. _i OJ

■ i— i— i—

z z z 3DD

Z (/> _ - Id

Z»1Z

zD □ <

§y

□ ° -■s

o CL

CO

0>

■/ / / / f 1 / V

*0 ■*

1 ? f ■*• CO tu tu cu

/ / / / 1 1 o o OJ cu

/ / / / i I r«. >. r» r*. \0 *-4 •"* ~* — w

/ / / \ 1 1 - VD ID to m ■<■ ""• •H *"* -* ~* / / / i 1

1 o i /

CO

/ / cu

1 / •4-

/ J CO

J to

1 to

I I I I I

SM3J.3H '33VJilnS SHiVA AD13S SONViSM

AAffiA&AiciA ä ~ cu I A i A

□ C/5

□

>

13

5s2

3? I

u 'aavjans JQIVA ACTOS aowisiii

üJ2 fcfcfc

CJ lj -J-J -I W 3 UbJ UJ

Plate 2

. U 10 z o n _J

a: Ul

_i 1- Ld 7T

in in ni.1 Id <<- "- f". u H- O

u u y.* <r ^s^m (_> b_ n co^i VD to a

=7 in ,-H «-I ^H »-H » ' n h-

zzx _ _ <a 13 \D r» oo cr> —i 1—1 1- -, I- i- (—•—»—

in u IK

Z C£

z&

a <: z z 3 Z)

z zz

•>3- Ld Id

z^

3g

1(1 "I in in n 1-

II u u u m a UJ 2:

0D t°? cr. oo* t—i

z

1— □ aj _j 0 1=1

Ul ib5 -i CXJ ra^-in z □ t- t- >— i— ■—

•—M—ii—i Z Z Z ZZ m 3 3 =)3rju a

CL 0 UJ «) 1—1

(A h- 0> O

a _j Ld > 1—

IBS

h-Z □

351 Ljgt

(4 °*

ai o cö ^ •» in in

U '33VJanS M31VA ADT35 33NVJ.SIG

dSfcfcfc 0% >_ QD □ Uj -J-J -1 CLR»>

Plate 3

« 6

z

uiu in <n in., u u u y <

:o co (^"u) p-i *J i—' »—I - -"^ <=>

z 'S i^ cö tr>-i

o c_> tOU. Sir)

2 Z zzzm z 1—t z

_i z > n

u 3 3 Z) 3 13 ^ CO <r in m in V)

•*T III

o > ti- ll u u

ti- ll ro LL □ 1-

lll u _l

LJ

_l D

CO CO

9,8

k D

FF

9,8

k CO

z 3

1- n 2

o n CO P) _i □

Q. 1—1 C\l ro '•tin Z o

in 1- t- h- l-l- t—t <r

7- 7" ZZ

CO a

CO cr,

to

c* (- C_> a

>

fcjKE W

KSi . JJ

<: L. »-z a m

» <

Si I ...at

Vt M UiLJ Id Q-T>>>

Plate 4

bJ

in U- U

K n a S ■

vi in J

-L « CO

z - ^ ö <r . co o> -.

z z z zz in => 3 ZD 33

■>*■

W in in U <*-

u CO

ro ro

9,8

k O

FF

9,8

k

z 3

^ 01 o f m z □ h- i- h- i— ►-

O LJ

L.UJ D I- _.

l-t^Z U I Zg

a a: S_i

I- I-v □ UQ_I

<A "la fa.

in Q

z zz

a CO c* 0>

z

□

□ _i bj >

Q_t-

ULJ t-D: SO

iJ '30VJdnS aSlVA KSTSl 33NV1SHI

CD UU O

U _j -1-1 -I

Plate 5

/ / / ^ / "7 "/ v

tu nj

/ / / Ol <r> "~* «

/ / / . r*. (^ ~* ~* / / /

a a —

I I I in S B

I I I I I I SO (D o cy * SD

SM3J.3H '33VJanS Ö31VA AD13S 33NV1SIQ

AtnitnAincLin cu oj to m <*■_•■*■ m in

U '33VJanS M31VA AD13a 33NV1SHI

1 ni

I

1 T o [\J " I

00 I

in

" ~ I i

" I

1 A i J,

C4- <)- 1- u h- U U U^<t

z ö <c

.i ^ JC conn

VD r^ co cr> t-t- h- i-i- *—«»—i t—t i—11~« i zzzzzm =>3 3 3Z>

m in ,w in

u u u

^ ^J (7^ □ 0^ >—t

1"

.=, ai ro ■ • in ■ H^ ui \Zi [Z» O z z z z z Z) Z> 3 33 O

CL

CO cr> C*

Qi u I- z LJ

z aN

Li- (/) Z

s ^p zng« u ctr0> a. jJnui n i— S i

ugid

"«-'S b£

pq □

LJ

o o

LJ >

5l2

E« _j

sol_ **<r I- n < IdliJ i-tr co t-it *-<

£>I un t; KM K

13 « O

TO uo o cr> >- □□ □ o j _J_t_l

0-^ >>>

Plate 6

z 3

□

c,. (j. <*- fj |_ u u y y <r

Lj- 00 CO CO ^5 >£i

D rH ^ ^H CD

■ I-

- ä ö <n oo o1« -.

y 7 V zz in 3 3 3 33

-fr W 10 1/1

<4-

II u 1! u co

CO CO 00 t£ 1— ■—* ,_, cr> a cr. z

3 ^, «i CO -«1-1/0 Z □ K i— i— 1—1-

o o

Z Q;!^

IM Z

Z a<t

rfsogg "5

z z 3 3

r~ tu'

* OJ CO ö Ö

d "-"S- ,/ / / / 1 i

V cr-

1 ? T CO c* in o cu

a o o o

/

o

/ / / / cu

/ o <T* ro

o o

/ / / / / / / / 1 1 1 CO co in ;n r-- CF- CO r- CO

f

o

1 / / / / / / / / i 1 1

/

CU

/ 1

cu

/

co co

/

ID

1 /

in

/ / !

in CO

CJ cu ■* CO ■+ ■* •* ~* " " "

/ 1 (U

1 co

/ ; / en

j / in

1 / 1 CO

/ 1 1 CO

I CO cu

/ in

i **- i 1

« *"* ""■ '-' ~* ~* 1 <*> 1 1 1 1

CO

1 o

1 (U

i 1 2

1 CO

i o (U

i cu cu

1 CO tu

ZÜ313H '30vjyns M3IVA AD -m SONVISIH

1 1 i A A A A A A A A A A A A to 5 cu cu co en ■*r m in vD

Q.

00 0^ 0^

I- CQ a cy> Ld

□ u >

lie CLt-

i-z a Ö3-. LBs zoi-

hK CO 1_« -■

K«S2

H CO »".Id - la. y« =

1J '30VjanS M3XVA Am3S 33NW1S1B

Plate 7

i I co S Di "* £

SÖ313H '33VJariS Ö31WA A013S 33NViSia

n H H ^ xJ '33VJanS H3iVA AQT3S 33NV1SIEI

J. J,

1 o

1 CO

T

1 1 1

1 CO

1 en

1

1

!

1

1 Cd

I m

J, r-.

\o r^ CD cr> i— f— »— «—

u u "<

z ö <r

o

3 33

in w

u u -*■ Li- -£ t/\ oo too £2

~ " oS ncK •-< rt Z

=i ru ro ■£ in .

z zz 3 3 3 U

O. CO

CT.

□ 'UJ Z _1 a: UJ t- z Lü

Ü U

Z°£Z □ l-t-

S ->>£

,_ LJSLJ

^ CODS .. <=T m LJ

5

CO □ 00

O a u >

Ulkl l-EK

3 oo " UJ .

W 3 UIUI Ui 0-=> >> >

Plate 8

y / / o in

/ V «/ ■a- OJ Of

/ / / o o OJ OJ

i / / ■J3 CD ~* ""

i 1 1 T *T m -. *-! / / i

/ I I

o o IU

1 1 "

i i OJ

I I .!

i i i i i i CD a a s a

SM313H '33VieinS SHiVft «0135 33NVJ.SICI

i J, i J, i J, i J, J.J '33VJönS SILVA AD13H 33NVJ.SM

I I cu o CU OJ

1 J. i j.

LJ n

1 i (K

ui hi 1/1 «1 "l(, h-

<J- u- V^ H i— ,' u u U Y <r lil

y- co ™2

Ö.2

■J3

z

o CL

z □

O

□

T z n Y- \- h- h- h— o O

z z 3 Z>

z Z>

ZZIDZ Z5Z) "

oc

in ui a- u- v u

00 t 00

■* LJ

z w z>

a: LJ f— LÜ

CO

a Id

^ OJ 1«) ■*■ in z □ ^Ld

h- 1- i— H-l- V *—11—i Z Z z z z <r Z> Z> z>z> LJ

Q_

CO

0^

t- m a

to ÜJ

1-

o □ _l UJ > u z

Q.I- t-z o

ü^2 bfc£ cc " CJ(_> <_> 0» >- □□ O O _J -J-» -J M3 ULJIu

Plate 9

Z3 I^>

h-

i:^ ^

o a.

Ld O <r ll.

in QC 3 (A

o Z-l «tu Lu

o|±- co co co0'? Ld 1—

in^ > <3-

-_J Z^D ä > «•'■>□ □ r- oocr>^ n

"rT1 1— 1— I— H-H- _i ini—i i—ii—ii—ii—i

h- zz -z.-z.-z.-z. !-p =5=3 33

Ld pq

3 Ld (/> Q_ (Y.

nm Dm0?, rot CO Ld

o i—=d ^-1 0> dCT> Ld l/)CO □ X

n-i _J

00 (— Ul h- 1— 1— 1—h- O t_) ^ i—ii—II—II—II—i Ul- W22ZZZ (A _J<L 33333 III _J i—i no t-

i—i O □ _J Ld >

tu cu

«i *D m 2 2 2 2

cu ty m i ,« x« ^-J ^~

/" /" /'

5 ** <n ^ / /~ /"* /*

tu w « J / /"* / /" /" 00

>~* _i e/3 0- Ul 00 1-

u o a. Q.

Ul

□ CL

□

at

3 O

Ul CL C£ Ul Q_

a z <: _i < ui

□ z <

<=> I- Z_J

ui ui S to oc \±

KHÜ 0.p> )-< u.

_ □ < 2ui-

(_ Ul Paw. □ < ~

ui □ t-

</) (A 0-

I- I- H- OO O □ Q □ I I I Ul Ul Ul >>>

Plate 10

T5 :^> CO

""^ :^>

u CO Q_

op in mm

Ld in 0

v0£ 2 r-- Q/

0 -1

,5;

AN

A

T E

L P

SC

D

FF

11

,3

11,3

11

,3

11,3

TE

R

S

,„□ Di- 1— 1— 1— 1— 1— "- oz z ZZZJ; Z 1—1 ^J 3 z u

Lü PQ

g^ôoôotoo^ 0 0 rd^l cr> nc^Qi 1-

Z

o: n 1- z □ -) -J^curoîn!^ □ 1—Lü to |_ f_ [_ |_ ^ 2:

UJl- Po2 z Z ZZOJ x: 0

-J f? «1 □ O Ld _i

a- ti 0

Z3 O n z □ Lü

_j a. id Ld > CL

C3 z <r _i <

« -« w »J — -J

a: Lü

p) m

«0 FJ w m oj

/"* • " /"* /** /"*

— J / /

ro o

• " / / / / /

r /

r H

P3 eg in v? ■«■ b

„.min'«-m*oy3,JJ /-v M» li _i rt M •-■ « « -3-- s~ /~ / / / / /

00

>-H

RH _1 CO Q-Ld 00 t- cr> 00 on o.a.

z

OK) (v (.11.1 **T

Lü t3 tr

i_ <t u

Ix. ? —I _ □ <: 5" 1- «< t- i_ Ld

Ld a h- D^ I K <wg MW»- LdLd . MH >-

t £ "~ OOO a □ □ _i_i _J Ld Ld Ld >> >

Plate 11

co

■—■ ^

u u

in <t

ND

6 L

74.

SU

RF

~-_l z^D - - - c=> -* 00 a □ r-oocrs2 C/DP t-H-l-l-h-> *^ fi iqHMHHHn H ^zzzzz3 ^r i—1^5 ZD ID ZD Z3 LL|

ID -^ CP Ul

gmannoofccog <s> o , rj 3 (Mncr-u t-

t^r> tr H- z a: a. LU UJ

z □ a. 2:

O ^ 1—* t—1 HH V—t 1—1 ~ Ld^ \p,Z Z -Z.-Z.-Z. o _J<t 3ZD 3DDM _J Ld DO £ _i

o

□ n z

_J bj üJ Q.

> Ul 0.

n z <E

--J-- -»-* ^- • " /- /- /-1 /"

OS» W w n -* * P? ^ — •^~ '~ '" /" '" ~ /" ~

2 2

/V-

t» ^. « n

-I w o ■* ■* n in / / / / / /

/ /

ni in «o * n * in

--* ^- /- /- /- /- /-

UJ

U. D

00 OS

O0S

Rt- JH CLUI C0H- OS OO to V) 0-Q.

z <L

O H Z_j a 3 UM ~ I.I I.I t^

K2Ö tLp> t_ < U.

H~D hJm _i _n <t go t-

LJ < H Ul y-tX. (A □ <:- -J-T- Z °-| a UID1-

<t </> g to t/> Q- Ul Ul ^ I- I- I- 000 □ □a —1 —1 ■ Ul Ul UJ >>>

Plate 12

CO

~——•^

— si~ • ** S~ / / /

~ m w *? *. m *o „5 li « « —

ui o <r

m LL;

^ JA Q

4,5

, A

N

AT

EL

PS

C

»

DFF

11

,3

11,3

11

,3

11,3

W

ATE

R

"□g"Di^rö^2> ..□ H- H- 1- H-H- □

UN

ITS

P

EN

ING

U

NI

UN

I U

NI

UN

I U

NI

S B

EL

gmanôotoqu CO o, r^côoM- l- <A^)^Z y Z u

z J-LJ <^ ,_ ,_ |_ |_ f_ vD LJl-ihZZZZZM

□ a. 3: o

_j <n r> ID 3 3 =) Lü

□ <-> £ <

uô o Q- a i—i

_i z LÜ ui > 0-

u Q-

Q z « _1 <

RJ m ft| Ul

2 2 2 2 3 -«« s~ s / / /

CO en

O PJ w

/ / / wo in w TO w * "* *Q /*/* s /~ /~* r r r r

//////

/ / / / /

/ / m M) r>

/J /" /" 00 a*

13 OS >- Ri- JW a. u 00 1- 0* oo n to a. a.

z <t

ca i- Z _i □ ID Ut/> ry Ul Ul n

azü UIQ ^

i_ <r u. ujz □ •J- s: d _a <r

ui, . « fan □ <c -•

*>! yaP «ug Ul Ul ^ t- h- h- t—i t—t t—< o o u □ □ □ —I I I UIUI Ul >> >

Plate 13

in

in 5 a.

iA

CO

2

Sue r-"" ZZ z z-1

3 LJ

o |_m at. 1

l— Ld i_

yh "^z _j<c z> _i □ o UM a.

u u <r u

to

*-H *—* T—I ^~

r^ cö if>2 >

ZD333 Ld pq

CU P>

/ / /

-***nhi /"

/* » IT) U?

ui 2:

ajoi-^in m 1- 1— 1— 1— w

1—11—11—11—1 ZZ ZZ </) ZD Z) =)=) LJ

□ _J Ld >

oj <■> "* 2 "3 * * "* -"" >" / /" /*" /"

m to rt

/*"* /" /"" in tn

\ \ * ' * t in in p)

/~ /"* - /"* /~ /" /* so in

(u 17 in in ra yj in

■"-" ''" '" /" /"* /" /" r I/J in Is; \D MS

-'" /" /" /" /"

z u z □ z □ o a: <

o

LJ 0-

LJ Q.

PI Z <r

LY LJ t- <r _J

□

00 o^

>- P) (_

Q-l±J 00 1-

OO MM 0.0.

< O I- Z _! □ 3 LJ Lü S

azy LJD !? 0.~> 1- <t U. tig a wS , u_ = _J

Jl. I—I -, a <t SO H-

n< H- ^1 1 < u. LJ

U □ I-

O c/5 O- LJ LJ . »-H l-H >-

t t t 000 □ □a —1 —t t LU LJ LJ >> >

Plate 14

in

n <lliJ ^ m

U } <£ r* »—I T-H »-H

-T-JZvD ö

,„□ hh-hl-1- Wfl I'll—II—II—II—II—I (-"^z z z zz

u (_) <r b_ Q£

</) o: Ld (- <c >

> □ _l Ul m

ui

■ ■—■— —

CO

n

— tu /

/

gmnn^cotoq

£"g 1— Lü "' i_ i_ 1— I— I—

00 cm bJ h- ÜJ

O - HHHHH uHinzzz zz _|<t Z3 3 D3D

du UM

a.

/' / / / / in in

/ in

/" in in

/ r "3

/" in

/ in.

/ IS.

/ U3

* /"

ID

r * /"

pi <£

f

z a Q.

□ O

u o □ _l

1—1

z ui Ul

> 0.

Ul Q-

n z <r _i <: a: Ul

00 cr.

13 OS >- «I- s</> Q.UI G0I- c> o o </> </> Q. 0.

< 1=1 I- Z_J □ 3 O W iv Ul Ul □

UID ^ Q_ p -•> i_ < U. LJZD u ? —' ^ i M ^ □ < go h-

h- Ul P o: to □ < -

ui a i- <* x K <twg

o o o □ a a —i i i Ul Ul Ul >> >

Plate 15

12 n

ZU

CJ <t u.

LO Qi vD -sT 3

r-. CO Q 2-J , QL

LJ (-

-(- </>0 ^_;_;;3 <n "i<r o_ T-i —< »-i ^ "*• _r_i Z>JD _ .. _ .= 00 a □ r-cocr>2 >

a _i .. □ i— i— i— i—j—

^ ft I'D'—■ 1—H »—» 1—I»—* i- zz zzzz: u S >-0 ID 3 3 3 PQ

=> u co Q. CY

ginan™co£co to

Ld Z Ul

PH co^äiö-^in ai z a a. ^W h-h-l-l-!- f-H

UJH- inzzzzz CO o _1« 33333 u _J 1—1

_J

a. □ o l-H

_J z Ld ui > CL

cu IQ n in * S /J /- /" /" /-

m in in. ii

- /~ /" r /-

P) %o

in \D

/ / /

/ / in ID

in

/" in

/" y" /" /" /- r / UD \0 «D

//////

2 ^ /" /** r /** -4

/

s,H /

in ■A

/

Ul CL

ui

00 cr.

u cr.

JH a. ui COI- c* oo ton CL Q_

< a l- z_i CD 13 UM« Ul Ul S tOCK j^

azü UIO tH CLp> i_ <r u ujz □ '-Z id -, □ <. 5" H- D<H L_ Ul

*5i Ul □ (-

co co a. ui ui . WH >- I- I— (- I—I I—t »—t o o o ODD —1 ) I Ul Ul Ul >> >

Plate 16

UJ o <c Li-

in Ck:

vO"^ r^

a LY

,5, A

N

AT

EL

PSC

O

FF

11,3

11

,3

11,3

11

,3 Ul

i—

>

,. a LJi- hhhh > _l

Vv n „i—i i—it—ii—ii—i 1- ÖZ -Z. Z ZZ Ul

g z^rjzirDZ) C^

"D ui LY.

Smnn^ootco ÜJ CO

O —! ^ CT> DCT* Ul 1-

MWH" z; LY. □ 2

PH ^cürö^in <<i- □ |— LÜ C-0|_ |_ )_ )_|_ S

LJI- ,V,Z Z Z ZZ Ul 1—1

D O

_i 1— < ao 1—1 _l

Q_ □ 3

_J a Ul 2

Ul > a.

Ul 0-

// <*>

/"

3 3 / / r /"

in

© to GO

/" in

C5

/" ■p.

//* s \0 00

/

/? f?

/" r PJ r

eg CD 00

/" r r CU ON

/ / in in

r "7

r r 00

/ rv

/" r r in

f

< a: ui

U □

CO

Rt- JM Q-UI COH-

OO (/) </> Q.Q.

< Q I- 2_l □ ID

Ld Ul □ nor \d

urn i£ Q. P -* i_ I—, ui □ i- cü a: TX

MM11- Ul UJ ^ H-i i-i >- HH H U O U □ an i i t Ul Ld Ul >> >

Plate 17

T^ :^ n

12

o 00

^

Li 1

a <■

i, in &.

v£l ■*" r> IV. i/j

o z-J Ui

<CbJ

in«; too

11,3

11

,3

11,3

11

.3 Ld

1- < >

^ ^d gvD

iv. 00 cf.2 > □ ^y nh l_ (_ |_|_

gz z z z z ÜJ 1—1

z gZ) =3 3 3=) m r> Ul r/i u. (V nin

un ^00^00 o 1-1 3 ONocrs hi (/> ro □ ■JT

CK _J PHM^ OJ o M-m VD 1— LU . f— 1— t— h- H- »—) O mg i—ii—ii—ii—i

l.lt- Z ZZZ CO

!<- ZD =) 3=3 3 U I—1

uco f 1 Q_ a

_i u >

o cu

/ r O ID

/ / s CO

r o

r ff> CO nJ Q]

/ /

o

OJ

/ CD

/ Iß

r ff« •* tu cd

/ / cu

/ / CD in

O OJ m oj

/ / cu cu

/ 1^-

/

w tu

/ / cu

/ CD

/" in

ff» Tj-

oj nJ

/ / cu

/ /" UN SO in

cu c0

/ / o tu

/ CÜ

/ r f-; SD

/ r- co

/ / D CU

/ 1*;

/ in

r

w

0- a o Q: <t _i

O (=1 z Ld D. QC Ld

Ld

CD CT.

>- R>- _IH CLLd 00 I- T' OO MM D-£L

l~ z <:

n H- Z_J □ 3 O CO

a i-

Ld Ld t>) Q:

0£ z u Ld

> Id □ D. ;— \— !-<• Ii

Ldm

n

T7- n <r Su t-

n< i-

Ld <L (_ld l-1^ </> n<- *~^

-f Z a

Ld a \- a I i—i

 u

1/) (/> u. Ld Ld i—i <—, >- 1- 1- 1- o o () □ a n _I_I i Ld Ld iii

>>>

Plate 18

""^ 1^ CO

■—'—-^ T— ■ -^

o GO Q_

in

o

in£

«a

u u <E Lu LY

I/O

LY

- -rfl—

> 05 cr>2>

,1— i— )— I— J— |Z3

U. OLi_ or,

D- TH

gin o

□ -J

o LJl- _J< _J □ CJ uco

0-

13 zz z g3 ID Ld CL

333

OOLZCO ex.

H-r3 ^ CT> □ CT> t-

CO

a C0T .ojn^-in

inEz =3=3

□

/ / / / / / / / CO ID

/ / *4 3 ■4

nj (0

/ / cu CVJ

/ 00 I";

/ /" in

rr / 0* r r <0

/ / / OJ

/ o

/ 1^

\o tn (0 cü

/ / (XJ tu

/ o OJ

/ 00 r SO

/

/ / (U

F r * /"

ID -* tu nj

/ / / 01 "4

in m oi to / / / r

LÜ >

CO

>"- «I- JM O.UI 00 1- cr> oo 0-0.

I-

n o. 2: a o a: <t _j Z3 O W n z u 0- a: u a.

z

o:

U_

< n i- Z_l □ => UM rv; UJ Ul □ w oc \z

LU □ tH o.p> i_ < u.

^ x id _ □ < Q < I— 3, ,<: i— UJ

□ <:« -II UJ □ H- & ^ fi <tn g UO CO o- UJ Ul . I—II—I ?—

t; t;l_ u o o ODD -J _1 _l UJ UJ UJ >> >

Plate 19

1 »—■—"^

CO

in

r» o <Ld LL.

I—| d£- —,

§ g □ in euro

o *-<

Pel»!* ui- inz: _j<n =3 _i □ o (_)(/)

a.

u u <E U <Y r> c/> on

„ u

h- I- t-H- y ZZZZ LJ

CO

3 cr; D cS LJ

oj n tino |— |— (— l-OJ 1—1 1—1 t—4 1—I

Z.Z. -Z.~Z.iA ZD Z) DDy

1- i—i

u a _j

u >

to /

00

/V 05

/" in

in •«■ QJ OJ

/ / to /

00 in r so * to o

aj

/ I*;

aj tu

/ / ft]

/ to /

o

/ CD

/V 3 /

OS •a

/ in

/" OJ CO

/ OJ

/ to -• oj to

/ / to /

* ^

(0 (U

/ / to to

/ r >n

ui □ Q-

a CJ

o: <r _i

O ■—i a z UI 0. a:

UI I- <t _l

00

JM Q-UI 00 I-

u <_> to to D.U.

O W (v UIUI g t/> Q: jz!

D. p •> i_ « U. yZD u z d g o i- n < i- 3, ,< i_ ui □ <«

UI □ y- o:x « >IMg MM 1. UI U ^ I— f— I— *-4 I—< I—» o u o □ an —i i i UI UI UI >>>

Plate 20

■■ •—■—-^

n

ZI

/V / / /*" /" /" /■"■

>0 IT? tu r ©

OJ

/ in if?

/V OJ

/ CO "3

/"

/V r OJ

/ CO 03 in

f

oj ni

/ / tu

/ / / in

vD O oi nj

/ / OJ OJ

/ oj /

CD V\

S ID ru oi

/ / nj

/ OJ

/ °3 v}

SO CO Rj OJ

/ / OJ nj

/ o oJ

/ CO

/ ,©

OJ (U

/ / tu

/ / /

LÜ CJ <t LI-

LO LY

z-J Ld CO CO CO0^ •"

-i— C^LJ *-H t—i *-**—! «4.

> in«! 0. «—I r—* ,—1

"5T

m-1 Z>JD „ _ ~s 00 n □ r^ oo cr>_t □ , ,n 1- i- f— HI— _J (/) n P M i—t I—1 l-H

LJ pq

(-"" ^ zzz )—i 3333 Z Z

u CL

°? 00 t» (A

LJ tA

o (/> 00 □

*-H z Ld

,v" , _j o»-i OJ

z □ _! OJ co -*t\n □ I— LJLJ t— i_ (— (—1— 0J Z U - i—r i—i 1—1 1 1 1 ! □ UJI- LOZ zzzz 00 o

1« DDD33U _l 1—1 < n< > 1— _l on o 3

Q_ □ _l Ul >

i—i a z LJ CL

Ul 0.

1=1 Z <r _i <:

"? ^ tu cur

z

O V) LJ LJ t/> a:

CO c*

LPCTS >- Rh JM Q. U CDI- CT> O U

CLO-

CK □ <*zü U □ it C,p> i_ < L. Ljg O uS . ^2: d goi- (=.< H;

P CÜ to □ < ^

-si LJ □ l-

to I/) Cu

u o o □ □ D 1 I t LJ LJ Ld >> >

Plate 21

CO

ff* N

r% öD

/ /

/" /"

/ '

a a / / N •*

/ /

r f -i Ö / '

/ / < /

°1 /

/

ui o

in <

ND

6 L

74,

SU

RF

t^ vf *^ ^H *—' *—11 "i<:Q_ ~* ~ *-> 5: _r _i 2: vD -5 ■>

,.□ t- H t- 1- h- >

5 t§33333[j =3 g m

g m □ 00 f> co 100 £ 0, rj^l oS ncSu

uns t-

P H c? ^ Oü rö -£ in z

LJ «* 1—11—11—11—11—1\ i ui-inzzz zzoi _l< 33333 _J ^ □ O Ld UM r

□ _J Ld >

□ O 0£

3 U

0- UJ 0_

< Or UJ I- <:

z <

00

UJ CTs >~ Rh _JO D_ UJ COt-

ou to to 0- 0-

Ld UJ □ 1- <y> a:

fXT- 0 u > LUD

K <r 1-

n< t- UJ . , <r fr uj r^ M ri<- »—*

*5 z a

UJ □ 1- QC X 1—1

<: to u

to M u. UJ UJ 1-4 1—1 .>- 1- 1- 1- 1—1 t—t 0 0 (,) □ □ n _l _J 1 UJUJ ht >>>

Plate 22

in w mg" U- <4- <*■ M t- u u y y <r

co co co;j: ^D 5

>x> r-- 6D cr> ö <c

zz z zzm

ifl .V1 in a- <+i «- u y u

to '

a: i—

gHzg z F, > P Q. °n> '^

CO CO CO -3Cf>DCnw

■^ cu co ■* in

ui

o UJ CL CU z

to

i I 7 f

I I i

I I l * w s s 2 s

u 'sovjans SGIVA Atrag SDNVISIII

I I

i A i A

r— i— i— i— r— i—i I—( HH *-» »—I t—i L-* z z z zz ,,

CL

CO

c^

Z Ö

pq a

UJ

o □

>

13

LIU

ro t->o <-> o< >. aa o u_j -J-J-l CO 3 IJJUI UI a! 3 >>>

Plate 23

/ o

saaiaw 'aavjans a3ivn «mag aoNvisia

I I f f

I i in cy

I I * CO

I I

A A A 1 A A A A A A" A 1 A

in

U

Li- _J a ^!

Z 2

CO™

0- «-'

UlUl a: LÜ

U U^< K

^ Li_

KKK nh

3 33 5-1

riDkj

z z 3 3

0s! D ON »—i

3 m ■* in -, I- I-Kg z zz 3 33 O

O Q. CO 0> 01

z

PQ a

zo >K □ <t «>

gel □ a

t/3 Ld

O a _j uj >

1*1 Q.I-

"•53 z<->>- *"*<: i- LI Id l-K to

Ssi

J2fcEt w w n rt T V

1J '33VJanS M31VA AD13S 33NV1SI0

Plate 24

z 3

□

/ I I i ON er> CD M

1 1 T I

I I

I I in **

/ I I / in

/ I / in

I I tn

I I CO

~* -« " / I r / i /

CO

I CO

I

-• *" ■** *- *-* »H *"* I / I / I ! / / I I I I

kO ■*■ co •* CO ■* in CO ■* ■*" CO CO

I I I I I I ' i> w s a s -

sa3i3H 'savjans saiv« Acraa aowisia

I i J, i J, i A i J> iStucucoco^^inm

id '3DVjans aaivn wrsa 33Nvisitr

1 A A J,

"- ^ ^ U

6 AT EL

SC

CENTER

u u y y Li. pi ro «j adds"

>5 |C 03 ö^S

9 a <nt- ,u5 l-l- 1- t-t-

Z Z Z Z Z LO £ £ 33 3 33 g1*

•*-U to

5LJ

in w in vi Ü- (K

u y u u JC ^ J«: L. -x o «"2 öD £ co ;* — p\ DCS

riD"

UNITS

' SL

OT

2 ME

-=■ aj co >*■ in 1- t- h- 1-1-

O 1-1 ZWLd □ Z

z z z zz

PSC

DBTA

]

3 3 3 33

o> y ^ t-

t—i u □ _J 1- Ul > Z

1*1

ugfc

5^333

Plate 25

z 3

a LJ

in i/i wui

/ O

■7 /

7

I I

I T -* p> (n

I I I I I I I * \D CO S W **" *°

SH313H '33VJWnS M31VA AD13S 30NV1SHI

I n i i n i i u '33wjans M31VA «eras aoNvisio

u u u y < £ P? r) ro ;j ,£> n — 3 rt"-' _

- - - <= <3 ^

zzzzzo 33 Z) 3=3

W If) w w ■3-

4- 14- g- ■*

U U u u

ri ^H cr* DO^ ^

£££££□ z z z zz 3 3 3 33 <->

to CL

00 CT> ON

LJ

zV^z

a:nuj l-LüS_l Qt-fcLJ JUy to 2:0=!

I I iß ©

f T"

I I

1 1

1 1

1 1

i A i A

pq a

u

u a

>

88 B ELf-

i-z a

ZOI-

13 TT

LJ-r —* x£.fn w

> vS**- a « ■iülv t-l- 1- OtJ 0

<->_J

Q.-) >>>

Plate 26

z 3

in ö oo

a

bJ

in <*- u

<4- <*■ u H-

i —- -^ ~ 00 U- n o ro li VD

z - - - i5<

>D f- 00 CP>--i i— ■— I— tn •—; I—II—I »—I '—' *—* ■» zz z zz in 3 3 3 3 3

jj ^1 cr^ D o> M

^ cu oo -o-in f— i— i— i— i—

Ul

gxUz

w □<:

CUB "-

•H r-

<: CO —

CO ^- — i^

o w CO o o

©* ' / / 1 f I I —* CO cu V- 0* CO

1 1 ( ; / / -/ cvy 1 1 t I cr* o V* o ^r h- CO CO CO CO CF*

1

o

1

o

/ / / / / I I I T in sO r». r- f- cu

1 1 } r / / / / / i I I cu m pj ■* in ■* * m in to CO "■*

*-• —* " " / 1

cu / T

/ en

/ / in

1 in

i m

i I I CO

^ w —* " "* " " 1 1

in i

in / 1

in 1 •* 1 I I

I CO

1 in

f 1 1 1 1 1 I I cu

1 1 1 I 1 1 i 1 1 I

I I I I I I I •* o <D S 5! S 2

sasi3w 'savjans aaivA AUTöS 30NVisra

A A A A A A A A A A

i i

A A A A

z z z zz,^ 3 3 3 33 O

CL

00

0>

CD n

o a _i ui >

U '33VjRinS 83J.VA ADT38 33NV1SW

Hui c

0.1- < h.

h-z a

LIU i-a v> i_^ M

uSfc u « !?

ulj -1-1 -J VI ^ LJU U) 0-T »>

Plate 27

in w

LI- ED

z

in in vi U- U- <4- u

ir: .2 -^ s; Lü p-o m ro 2 ^ o o y= _; ^ ^3 o a — — — QQ-U.

z z 7 z z in ^ _i 3 3 3 33 H-4

*6 </"> in in in Q£

II u 11 <*- u

,ti- ro □ 1-

t») 00 ££ UJ

T—t ■^ a>aai

z n KD

3 a ,_( in o<*- in Z ° □ -cvj ill

1- t- f— )— i— z

□ <t °> sei

z z z 3 3 3

m a

/ / / (XJ o

/ '7 7 N OJ

f

I I

1 I PJ o

I ÜJ ON >—*

i—i o a _j UJ >

§5 1*1 K° KZ a

wcuroro^-^rmin ij 'sovjans KUVA «irag 30Nvisra

ID < O

dSbbs CO oo o o 3 —<—< —i W 3 UJUJ UJ O.T >>>

Plate 28

□

CO £

<4- Ct- <t- u K U U U^<

□ =1 r3 "*

- - - ^ ö <: S vD r- co 0s »-• n

or üj t- -z. Lü O

°«£ ££§

C£ra> LÜ.-U

■ t-S_i U5Lü

'■ "^-J

"> jD

> Ld

, n ■?■ T ■7 ZZ IT) 7" r> Z> -1 3 -J

Wl in in W -sr UI

u u u y- ii ro □

ro ro CO fr* e/) 1- n

■Z-<A

r5 =>

ro ■* m -, ( £££□<

CL pq a

/ / / w c* / 7 i

■> CD o> rt """ ! / /

~i r-; M)

i / / ) in MJ -* *"* / / /

I m

1 i CD CO

a

I I *H ~

I in

i

o

I

I I

SM313H 'aavjans SBIVA ncrag 33Nvxsia

I A A J> A A 1 A A A 3 ii Ki 1 A I A

CO w cr. ui as p

o a _j ui >

lr w • P

1J '33VJanS Ö31VA ADT3E 33NVlSia

^12 O.J- < L. t-z a

UJld

o _j -i-i -i Vt =3 UIUJ Ui ET >>>

Plate 29

i u u y <r

1 —' "~" a

■ K 11 zzzin 3 ZD3

co <*- ^ u u

(JN □ OS HH z 3

I- I- " z SSSD Z ZZ

CL

00

OS

Ld

Ld"g^

n z£_l I □ —' So OODg - o OL

pa a

to Ld

O a _i Ld >

./ ./ / Ü I l

ON 1

7 7 T T 1 00 r-- «(- no ■r* -■ -* °

/ 1 f 1 1 1 \n m CU CP- ao □ (J Lj -J—I _J V> =J UliJ Ui o- -J >> >

Plate 30

/ 1 / 1 1 1 m c* CO (n CO

/ '7 7 T •f 1 o CO CO

(U cu ■*** °

/ / / / I 1 > \D 00 \0 N C* "* -H ^ "~ i / ; 1 1 1

1 in m in 0* — ~* *"* ° 1 / / i i 1 t ■*- m ID •* o

1 1 1 1 1

sa3i3w '30vjans asivA Acnsa SDNVISIO

I J, i i, i I 1 J> i A id f33VJynS M3IVA ADH3a 33NV1SHI

z =J

U- in □ o

Ul z 1—1

i _l hi CÜ

in W HI, ' LJ <4- <J- ?-. 1 i- t- u U u y <r z

, X. Y n" u CO VD u

5in D —i PI Z <

a. z

\D r- (T> a-^ii LJ

RIG

HT

DV

NS

T

AT

IDN

h- 1— 1- l-l- i—i n

z z 7 zzin •?- Z)=) r> Z)Z3 ^ i—t

in in u u

co too CÄ □ tj>

1— i—i z

Ul a. □ i— □ _i CO 8

ME

TER

S

LDD

KIN

G

D P

DD

L E

LEV

.=■ OJ C) -j- in z n

o (=> 1- H- 1- i- i- ru u

z z z 7 7 z O 3 D33 o <r

ty> i- U-

(JU ^ C/) c* u

h- i—* U

>

sis: a_t- KZ O

ULI

□ _ «si . .a i- Li-r c-

— < n

a> "* cjo o tr> >- □ □ □ O ll -J-I -J co 3 ujui UJ

a

Plate 31

■ ■—«T—r ■— .—"^

(7)

■WI_J i__a-

O CO Q_

>

u u < LL.

ID Qu Z>

</> ^t- co n coc ?

Qu u

LW <£ *-H T—t w-H > ■<*- Z .. _r _J □ <J) .. - _ ö 00 □ r^coo>S ■% □ MDU3I- h- 1- H-t- (- HZ Z Z ZZ

_J u PQ

(/)

Ld 1—

5 Z3 33=)3 3 Du

-7- n ™ LL gin o^rotoo ö p: ii 3CÄ □ cS

a: öo PH ^.ÖlfÖ ^FlD

(/> Lü 1-

CO

z Id z D 0. X o

ut-ruzzzzz 00 o _I<C DDDDD u t£ _J 1—1

□ o h- _1 uw 0_ u □

3 o

_l z Ld LJ

> 0-

Ld 0.

ON p> w PJ w w r> - -j ^- /-- ,- ,- /-

n Q «? "t 3 '- z-4 /- /~ /

f-- "- «2 <r> S 3 " oi (vi — w — 3 /-"* /•" /' in in

-* ft. oj CD ir? CJ in in in,

n^-cS ^<a /- /" ,-» /- /- /-

&* co c» r- VD vö \o vo m cO «i fti ^ _* ^ « ^ _;

////////

U (U ij> 10 MJ 1/1 h;

/"* / /** r /* I I C*> w *»■ *H -4 ^

I I /

<*> in •* <j> <£

/" /" /" /" /" o to in tr> u) K «A -* -« -i vi ~i -s ^ ' ////// o «j *- in «J5 K «a

' /" /* /"" r /" f

< a: u i- ■c _l

a

o i- Z_J □ 3 O C/> Ld LJ

56" 0.p> I- « u.

-_D <: So i-

s,,« i_ Ld L- Q£ H

00 ON

>w

Ri- Q-U 00 1- o-> o o UM Q. 0.

ypi- a: x " <Z <A g

ou o □ a □ i i i Id LJ Ld >> >

Plate 32

in

n

i—i —» i_ u- -3*-:

1,1—tf<— ^>

ro

^ :^

I—I ►—t —i

oonn

I-Lü f

_j<x - _i no

r^rö<r>2

2TZZ2

^00^00

■ h- I— I— H-; !zzzz I03ZDZ5

oo <n

■ Oi <» — .

UJ u <c U. QL

(/) QL Ld I— <

> a _i UJ m <y>

u LÜ s: ru (/> bj

» t 2 S3 •m,-~oJ ^-cu /- /" s~ / / /

y*/* s* /J /J /" /" /" '" o ■V r-. ^ r». * *D <& r*

00 Q_ / / /*" / / / / /

r? •M in ^ 4> t in m

1 / / / / / / / / e> 0 ^ « •a in m

• ^ 1 t / / / / / / r- tu in ■* to ^ in

/° / / / / / / / -r ■* in ID in in

/"* /" /" /" /" /

□ _J u >

oo

>"* JM a. LJ coi- o> ou D.O.

U z a

a o

<t

LÜ 0-

UJ 0.

z

at

u. □

< Z _J □ 3 O H Q, UUn to a: Ji

«zu CLp> i_ < L. ujg a L. ? —I ä i—i -,D ■«

-|§ Ld D 1-

<•> W Q-

□ □ □ 1—1 I UiUl u >> >

Plate 33

12 CO

Z2

in

z-i , <CbJ Li.

-J Ld 2 °- □ inaro

Pd»p o > •-• bJ I— OZ _|<E CU3 _l □ o

CL

<* t» in.

<«• (U to r* in *o IT - tu—rü /- y* /" /" /'

^ r» a» GO o in ■*

I I

bJ (_) <x b_ CK

(/)

ro co ro^ LY ■r-5 -H -^4^1 u I-H •«—i *-H r_

r^ do cr.2 -*

2222n Z)3r>3 ZJ

u pq

3 crl □ c* f* LU h-

i- i— i— i— •2- i—11—11—11—i ZZZ2M"

-' -'-' (A LÜ

o D _l U >

/ / * 3

/*" /

^^ /" /" / / / / / o GO Q_ rr ai

CÜ

/ in

(U -r-J w tu

1 / in

r in -5

/ in

r "1 r OS Ö / r r

so V0 in

r- «3 *? m m p> «! ¥3 01

III

in in in u>

LLI Z D 0. a o a: <r _i => ►—» n z Ul 0- a: u a.

<; ui 1- <r _i

< D i- z _i □ 3 Ul Ul g o ce

u Ul

CO CTv

OCT. >- Rh _i n Q. LJ 00 h- CT> OO

o.a.

0£-^ Ul □ ^ up' t- < u. ujz □ II h~l

i. I—I .- □ <: goi- Q< t- i_ Ul

^ i—* ui a i-

i/> (/> Q- Ul Ul . HH V I— I— I— I—• K—I I—I uuu □ Da i ! ) Ul Ul Ul >> >

Plate 34

ID sfl ■"*■

r-- n z-i

H-< 3 Z U 3 z

[ij CO 00 OO^ *—' *-H ^-H f-H 1

U o <r u. 3 to

- <c r^- oo o>S> h- i— i—i— i—ii—ii—it—i •*> z z zz^ 3 3 3=)°

U

ui

□ in uio c/jroci Q£ , H- D-JowOi n^t-inu H-LUrUl— r- h- 1—1—2: uii- z _l« 3

^ :^

01

"::> :^

o Q_

0-

o CO CO

r r r

ZZZZ^D 3333

</) Ld i—i I- i—i CJ a _i ui >

tj\ c* in *> in

m PI —-~tf tu Z"5

l*H * r o 00 K

/"

XT'" / s «2 ID

/ in

0i CO 1*;

in o OJ o] / / r

"3 /

^ /" /

I I / I

cu co vo if) M> in

U Z □ 0-

D O a: <r _i o a z LxJ Q. a: u 0.

a z <:

a:

00

>- Ri-

Q.U1 00 t- 0". OU H n 0-0-

< Z _l □ :D O </) rv

HOC £

Ul □ !r Q-P> i_ <r u.

•*■ z: d go h-

<=>"* fc W| i "*

15 So

-> i—i ui □ t-

o o u □ an —i t i UJUkl >> >

Plate 35

ZJ >

CO

——wu ^

in-j

o Q_

com

//

/ c

/

>

II

in ^o ^"

r--

in^Q.

^^ I—i i—t —,

z: z-1

3 Ul

§in°r>

CK _l

1-1x1 P

ui-Sz

_l □ u 0_

LÜ O <r L. 0£ Z)

co n cr>n- y *-H i-H *—I <4_

> i<. cö cr.2 > (_ i_ H-h- □ W WHH '— zzzz H

ootqg cr>ocr-i-

ui

i— (— t—J— co ZZZZw 33=D3u

CJ □

/ / / I

yß n

"■ /" / / / / 5 N. in

-4 /

r in

CO

/ DO

in

r n r

<* r /"

^ /"

in «D in

in in

>

IA \- Z UJ z □

a o ac <c _J

O t—i 1=1 z Ul

ui a.

z

a: UJ

CO cr*

>- «i- JM CL Ul 00 I-

o o to n Q_ CL

z

UIUI S K» o: p

uin iH D.P> i_ <x u.

u. i? -i _ □ <x

«=>■* t; Ul, , <■ |_ Ul u-OC W □ <r -

uin P

n M Ü. Ul Ul „

fc t; t; ou o aa □ —■ i i Ul Ul Ul >> >

Plate 36

in

r-- o ■Z-i <ru

■«a-

oo£

■■jrfTI,, I—l^i-T-.—

CO

^.J I—f—-^"—

□ in o

ooco t* , □ -J I—LJ U UJI- _J<C _l ou (_)</> a.

«h

u . a. °n I—-H □ ,rH

_) 00 -

m coco ro

Is- oo cr>^i h- h- h-h- 1—II—II—IH 2 Z ZZ 3 3DD

^cotco

ru CO-^LO i— f— i— i—

c_> <t Lu Ckf ID OO

LY u I- <r >

□ _j u

oo

u bJ 21

-z.-z.-z.-z. ODDD

/* /" /" /- /

5 S3 S S S

LÜ

in in in

—j ^- •- / / / / /

— «!•""'•/ / / /

cu c* co r* «o ir? >fl

/d /" /" /" /" /" /

/ /

/ /

////// ■* *C ID rv m VO

/ / / / / / 0 ^, in «XI O in

/ / / / / /

m m -«r **? * 4 **

□ _l L±J >

00

13 (^ >- RH

0- LJ 00 h- CT> OO IV) <A 0- 0-

Ld Z a 0. X D O

□* <t _J 3 O i—i a z LJ CL t* LJ CL

n z •c _j <: on u 1- <c _J

li- □ 1- z <r

a i- z _l ar> OK) 0£

a i~

LU Ld t-5 a:

oc z o LU >

(-<• L.. t7l^ a UJ 5

_i

< t-

n« i- LJ . , < fr uj f_ m i/> n<L

i~*

H z

u □ i— DC X ■—i •c to

i, i e» co a. LJ LJ

1- 1- h-

o o o □ □ n _1 _1 i LdUl hi >> >

Plate 37

■—1—~*^ ,

CO

in

in 50- ^S^-

CO □ □ \D i^ oocr>2

□ ,„h-1- h- i—h- a. u

13 3 3 =3 ID

Q-

§ ir>D n ™ oo tro

Qi _J P H ^ ^ (vi cö -^ in o - 11£;£;£; UH-SZZZZZ

_J ao UM

Q_

Ld O <E LI- CK

CO

tK Ld I- <X > > a _j u pq

to a: Ld I- Ld

' / / / /

<* s~ / / /

*£> <r> t^ r- o MI \D

/ / / / / / / rv CJ o 1*. r-* «o in *

/" / / / / / / / o

in -J 0

Q_ ***" m

/ / /" /" ,4 / /*"

(0 00 2 <"! «! •Q ■A ■*

/ / / / / / / / <G m •? \0

•J / / / / / / / (U f ^ <£ m «o

/ / / / / / / tu "»■ in O in M> v0

—4 / / / / / / /

OJ z a CL

(/) a u o I—1 1-

CJ _1

□ (J _J 1=1 Ld Z

> Ul

Q: Ul Q_

1=1 z <z _1 < a; Ul 1- <

z Ph Z_l □ 3 o o , Ul Ul CO a

00 0".

(=11_ J o D-UI CO I- c* u u </) </> D- CL

££ z Ul > ui a

i-i u.

_J

_ a <r &<-> i-

n< i- Ul , , <L fZU! Z-U. l/>

n<- '—'

*5 Z □

ui a 1- KX i—i <C CO

LI C-1 O 0- Ul Ul t-4 1—< h- h- h-

o u ( ) a a n _i -J i Ul Ul IM >> >

Plate 38

M^_J I p^^-

r" '—■ —

CO

i i—r^J^™"—

/ /

ui o <X U U

in Q£ <J3"=t- 3

r^ 00

a:

,5, A

A

T E

P

SC

D

FF

11,3

11

,3

11,3

11

,3 UJ

h- <r >

"*• . 2 - ™da"Vcöc*2 > □

_i h-"- gz -Z. -Z. -Z.-Z. ui ^ ZDDDDD PQ

3 UI (/) a. gm^PJcofccq UI

l/>

o I— -3 H ON DCT' u 2:

1-

z UI

CK ri z Drl ^«ici^m ■*

a H-UJ^ |_ |_ (_ |_|_

yhOiZZZZZ

<—t X

Ol o _J<C 3DD3D _J DU

UI 1—1

h- 0£ < _J

u^ O Q. □

_l *—4

n z

UI UI > 0.

C£ UI a. n z <: _J <:

in vi PI DC UI

V>

/" *0 •*

/" « cr» 0! CO

/" \0 «4

/ in in

/V *0 r SO

CO O cu oj

/ / 3 /

tu /

CO

r r CO

/ K

/" 1 "5 r r r

ID r

/ / 2 /

*> /

y?

/ / in

/"

/ / -4

/ / in

/" « /"

in

< n i- z _i a 3 u o UI UI

uia !£ CL ;-. >

CO ON

13 0". >- JM a. ui 00 1-

o o t/> (/> Q. D-

t- < U. UZ P

-^ n <■

u. < i_ UI P Di H a« M

^>S uin P a: i " <rto g n M Q- LÜUJ

OU O □ □ □ —I —» I UIUI UI >> >

Plate 39

>

CO

- > ^

a.

in

N. n 2—1 <EUJ

in^o. UL on ro ro ro n

2 2^ 3 UJ

g[naro o t-rj

o* -i

HU p O, bi-" LxJ(- CU^ _I<C 3 _J no OC-0

CL

i— (- HI— i—ii—ii—ii—i 2Z22 3333

3 ONDON

UJ o <r U- C£ 3 (/>

a: UI H <c >

□ _i u m

u H Ul

ru oo^-in t- i— i-i—

2 2 22

■vD

/v <3 «J u

// en -4

/ in

/ "3 «!

/" Ü

/'

<3 u

CU 

CÜ OJ

/ / r / / in V

r

□ _1 ÜJ >

00

LD0> >" JM Q_ UJ 00 1- cr> ou COO a. a.

z ui □ Q.

a o

3 O

OH LÜ Q.

n

< a: UJ i- <t

O I- Z _l □ 3 UJ UJ S

ujn tH D-p> (_ <r u. yZD

-- □ <: 5" •-

i_ UJ

UJ □ t- a x K <E f) g to to Q- UJUI ^_ I—I I—I >- 1-1- I- »-I *-* ^-1 ÜUU □ □ □ —I » I UJ Ul UJ >>>

Plate 40

■—*—

CO

12

in

o

•N|_Q_L-1

^ ^ -

i— HZ

Z U ^ CL _ □

Ld u < a: Z) i/)

U

*-i *-H r-i ,_| - ^-f *-H T-1 _3

n Z Z -Z.-ZL

□ —J I-LJ.. u ° UJH-CXJ

_i<n _i □ o UM

Q.

Ld m CO CY.

3 ON acKu

/ / / /

■ i— i— i— i— '""^ 11—11—11—11—i

zz -z.'Z-Y*,

□ _l u >

r^ in in in

/* /" /J /"" \D so tn in

/" /" /" /" cu —

/V o ai

/ r in

r

// o CXJ

/ us in

/" «P.

5 3 CÜ

/ OS CO

r ni a!

/ / OS r

OS SO ■A /

NO

r r in

r CU -i

/ / 01

/ in

r sQ

/ / /- /" o o

/ / cu

/ /" /" sD r

in

z Ul z □ CL X a o ce <:

UJ Q- Q£ Ld CL

1=1 Z <

Ld

Z <t

O h- Z _l 03

Ld Ld r=i

Ld a tr Q_ »—I -^

CD CT.

O ON >- <=>h- _1 H CL Ld CO h- C* O U 1/1 to CL CL

. <E Lu

go h- (=><►-

i_ LJ C « </> a« -1

-> »—i Ld □ l- & ^ S <t C^ g

o o u ana _i _i _i Ld Ld Ld >> >

Plate 41

Z7 L.I hw^-

CO

I—

in

o

■s(_ c/>a cr> n ro

Ld o <: Ü. LY Z) C/)

Q:

,VD

!_ u_ 2

Z Z-1

D ÜJ

o I—;-; ton a CK -J PHMw

r^- co cr> i— i— t— !-□ Z Z ZZ LÜ

CO

^COKCOLJ cr> o(T>

Ld

ai co fin o I— I— I— I— CU

2 Z 2 2 ,. JDD3D

Q_

CU -H ** /"

*4 in

/ •*

CO -j

/V CO in

tu o 00

/" in

ai

/ in

m ai nj ru

/ / o

/ o

CÜ

/ CD

/ tu -j

/" CD

/ CO

CU o w CU

/ / 0}

r / -4 O CU (U

/ / i

/" z4 / \0 r /"

/ in

/"

CJ □ u >

03 cr>

JM D-UJ 00 1- 0> ao D.Q.

z □ 0. s: o o QL <t _J 3 U i—i O z LJ 0- OL Ld Q.

1=1 Z < _i <r OL Ld 1- <: _i

L_ D

1— Z <

O H- Z _l □ z> U (A a: □

t-

UJ LJ (•> OJ

Qi Z o Ld > ÜJ □ a.p

(-< 1, LJ

-,a <1

feo K

n< 1-

LLI , . < i_u Poi H

ri<- i—i

*s z □ Ld a 1- Qi I •—i <C CO

_J

H CO LL

Ld Ld i—i »—I l_ |_ - ►—I i—i o o ' ) a a "I _j _i 1 Ld Ld il

>> >

Plate 42

T3 1^ CO

'::> :~>

u Q_

/v /~ /J y-1 /"* /"* /**

GO

^ z"4

/ / ON VD

X-4 r tu cü

/ ./ 01 o?

/" *>

/ / ■*

/" in *0

OJ o 0v 00

(U oj

/ / o

/ *0 -4 /

**> ,0

W CÜ

/ / a; CD

o TO

tu es nJ w

/ / /" -I /

ID

/

u u <c

,„ U- in Q/ vD^ ^ r^ (/> <=• z_i , Q^

in<j;u- ^-1 ^—1 »-< -^ «f , Z - ™dD^äöc*2> ..aah-1— i— 1— i— H (/JO ITU 1—IHI—It—» 1 hu-gz zzzz UJ 5 z13 => =>=>^ m

3 £ £ gir^o^cofccoLJ

W 1- Z

z Prl^^äi^^inw 0

I— UJ _ 1— 1— (— 1— 1— oj

LJt- OJZ Z Z ZZ (^

z 0

_J< DDODD^ _l i=i < □ O 1- _l

a£ s 3 0

□ a _l z UJ Ul

a. > 0; Ul Q_

O z < _J •c

in ■* to LJ

< 1=1 y- Z _1 □ z>

UJ Ul f=i

**K ui □ ir Q_ M ->

t- i_ 

H <r> □ "s^ ton"- Rh U) Ul _i w 1— 1— 1— D_ Ul 00 h- 000 0* □ □ □ OO —J —I _J (/) </) Ul Ul Ul Q. 0- >> >

Plate 43

ZJ ro

12

SD •*

•"

rv oj

/ CD

/ tv

/ If? CU 00 iv

/ VfJ

in *H

ÜJ u <c

«1 fe ■sD-t 3

1^ 00 o Z-l , C£

i/fe ro ro rol i h-

■<*- z -

"□nVcö*S> t- gz:z:zzzu 5< ZD3DD3CQ

a- g gin^^cofccou

o t-z!^ osn^r:; i- toco a-4 w z

Ul z PH ^öirö^irJro D

a. 2: H-U >>hhl-h(u

LJ O'—> i—ii—I'—ii—* o D£

dO |_ _1 QM >-i 3

a. o O □ a _i z

> Ul Q. C* Ul a. o <:

a i- z _i D 3 O CO Ul Ul to a:

CO IT.

UJ o>

«I- _ito a. ui CO h- c* oo no 0-0-

o:zH ui D ii; cF> ^ <r u ui z c

^ s: d _□ <: 5Ur- (=| <t I- 3, ,<■ i_ Ul fl QC CO

*ii LJDh

< O g toco Q-

oo u □ □ □ —■ I t Ul Ul Ul >> >

Plate 44

J

REPORT DOCUMENTATION PAGE Form Approved

OMB No. 0704-0188 Public reporting burden for this collection of information is estimated to average 1 hour per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed and completing and reviewing this collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to Department of Defense, Washington Headquarters Services, Directorate for Information Operations and Reports (0704-0188), 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202- 4302 Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. PLEASE DO NOT RETURN YOUR FORM TO THE ABOVE ADDRESS.

1. REPORT DATE (DD-MM-YYYY) April 2000

2. REPORT TYPE Final report

4. TITLE AND SUBTITLE First Powerhouse, Bonneville Dam, Columbia River, Oregon, Report 2, Tracking

Velocities; Hydraulic Model Investigation

6. AUTHOR(S) Robert Davidson

7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES)

U.S. Army Engineer Research and Development Center Coastal and Hydraulics Laboratory 3909 Halls Ferry Road Vicksburg, MS 39180-6199

9. SPONSORING / MONITORING AGENCY NAME(S) AND ADDRESS(ES) U.S. Army Engineer District, Portland P.O. Box 2946 Portland, OR 97208-2946

12. DISTRIBUTION / AVAILABILITY STATEMENT

Approved for public release; distribution is unlimited.

3. DATES COVERED (From - To)

5a. CONTRACT NUMBER

5b. GRANT NUMBER

5c. PROGRAM ELEMENT NUMBER

5d. PROJECT NUMBER

5e. TASK NUMBER

5f. WORK UNIT NUMBER

8. PERFORMING ORGANIZATION REPORT NUMBER

ERDC/CHLTR-00-3

10. SPONSOR/MONITOR'S ACRONYM(S)

11. SPONSOR/MONITOR'S REPORT NUMBER(S)

13. SUPPLEMENTARY NOTES

14. ABSTRACT Surface collectors are being studies as a possible solution for bypassing juvenile salmon around the turbines. Juvenile fish tracking

studies were conducted in 1998 in the forebay of the powerhouse in the vicinity of the surface collector. A1:40-scale model of the powerhouse was utilized to obtain three-dimensional velocity information in the same vicinity of the surface collector. The velocity information was provided to Portland District to overlay with the fish tracking data to determine if the juvenile salmon were following the flow lines into the surface collector.

15. SUBJECT TERMS Fish Bypass Structure, Powerhouse, Surface collectors

16. SECURITY CLASSIFICATION OF:

a. REPORT

UNCLASSIFIED

b. ABSTRACT

UNCLASSIFIED

C. THIS PAGE

UNCLASSIFIED

17. LIMITATION OF ABSTRACT

18. NUMBER OF PAGES

63

19a. NAME OF RESPONSIBLE PERSON

19b. TELEPHONE NUMBER (include area code)

Standard Form 298 (Rev. 8-98) Prescribed by ANSI Std. 239.18

First Powerhouse, Bonneville Dam, Columbia River, Oregon ... · First Powerhouse, Bonneville Dam,...

Documents

Transcript of First Powerhouse, Bonneville Dam, Columbia River, Oregon ... · First Powerhouse, Bonneville Dam,...