Further Assessment of the Effectiveness of an Oil Containment … · 2015-07-20 · S-1 (Figure 1, inset a). The boom skirt (that part of the boom extend ing below water level) was

.· i . !

:-1 ; !

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FURTHER ASSESSMENT OF THE EFFECTIVENESS OF AN OIL CONTAINMENT BOOM IN CONFINING

THE MERRIMACK GENERATING STATION DISCHARGE TO THE WEST BANK OF THE RIVER

Prepared for PUBLIC SERVICE COMPANY OF NEW HAMPSHIRE

By NORI·1ANDEAU ASSOCIATES, INC.

Bedford, New Hampshire

April 1976

AR-1151

ABSTRACT

In order to comply with NPDES permit NH 0001465, the Public Service Company of New Hampshire has initiated studies of methods to confine the Merrimack Generating Station thermal effluent to the west bank of the river. An oil containment boom was placed experimentally near the mouth of the effluent canal and evaluated as to its effectiveness in achieving the desired goal. Two different configurations were tested: one with a closed upstream end and one with an open upstream end. Cross-sectional temperature profiles obtained before and after installation indicated that both of the boom configurations failed to achieve the desired result. Deployment difficulties prevented the boom from containing water over a large enough area to be effective and much of the heated effluent bypassed the boom altogether.

. , .,·.·.

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·. J

TABLE OF CONTENTS

I. INTRODUCTION .....

II. METHODS AND MATERIALS

III. RESULTS AND DISCUSSION.

A. FIRST BOOM CONFIGURATION.

B. SECOND BOOM CONFIGURATION

IV. SUMMARY AND CONCLUSIONS ...

APPENDIX A. RIVER DISCHARGE DATA AS MEASURED AT GARVIN 1 S FALLS ........... .

APPENDIX B. AIR TEMPERATURE AND RELATIVE HUMIDITY AS MEASURED AT CONCORD AIRPORT

APPENDIX C. PLANT OPERATION DATA ........ .

i

PAGE

1

2

5

13

14

17

19

20

22

LIST OF FIGURES

1. Overview of river showing sampling transects. Inset A shows first boom configuration and inset B shows second boom configuration. Plume Deflector Effective-

PAGE

ness Study~ 1976. . . . . . . . . . . . . . . . . . . 3

2. Schematic diagram of a section of the oil containment boom used in the experiment. Plume Deflector Effective-ness Study~ 1976. . . . . . . . . . . . . . . . . . . . 4

3. Cross-sectional profiles at selected transects for preinstallation date: September 5~ 1975. Plume Deflector Effectiveness Study~ 1976 . . . . . . . . . . . . 6

4.

5.

6.

7.

8.

Cross-sectional profiles at selected transects for pre-installation date: September 8~ 1975. Plume Deflector Effectiveness Study~ 1976 ....... .

Cross-sectional profiles at selected transects for post-installation date: September 11~ 1975. Plume Deflector Effectiveness Study. 1976 . . . . .

Cross-sectional profiles at selected transects for post-installation date: September 15~ 1975. Plume Deflector Effect1 veness Study~ 1976 . . . . . . .

Cross-sectional profiles at selected transects for post-installation date: September 18~ 1975. Plume Deflector Effectiveness Study~ 1976 ....... .

Cross-sectional profiles at selected transects for post-installation date: September 22~ 1975. Plume Deflector Effectiveness Study~ 1976 ...... .

ii

7

8

9

10

11

LIST OF TABLES

PAGE

1. AMBIENT RIVER TEMPERATURE AS DETERMINED AT TRANSECT N-5. PLUME DEFLECTOR EFFECTIVENESS STUDY, 1976. . . 12

2. PERCENTAGE OF TOTAL CROSS-SECTIONAL AREA BOUNDED BY 6T'S OF 5 F, 10 F, and 15 F. PLUME DEFLECTOR EFFECTIVE-NESS STUDY, 1976 . . . . . . . . . . . . . . . . . . . . . 15

: '

iii

FURTHER ASSESSMENT OF THE EFFECTIVENESS OF AN OIL CONTAINMENT BOOM IN CONFINING

THE MERRIMACK GENERATING STATION DISCHARGE TO THE WEST BANK OF THE RIVER

I. INTRODUCTION

The Public Service Company of New Hampshire Merrimack Gen

erating Station at Bow, New Hampshire discharges its cooling water into

the Merrimack River at a temperature between 5 and 15 F above ambient.

In response to the requirements of NPDES permit NH 0001465, it is de

sired to confine this discharge to the west bank of the river so as to

maintain a cool water passage for fish near the east bank. In an

attempt to accomplish this, Coastal Services, Inc., of Boston, Massa

chusetts, moored an oil containment boom in the vicinity of the dis

charge canal. Two configurations were tested, and the details of each

are presented in this report. To assess the efficacy of the systems,

three temperature surveys were conducted: one before installation of

the boom, one with the boom in its first configuration, and one with the

boom in its second configuration.

l

·.· 1 • I

I

. . I ._,

II. METHODS AND MATERIALS

In the initial deployment, the oil containment boom was to

extend from the upstream bank of the discharge canal outwards about one

third of the distance across the river and then downstream to Transect

S-1 (Figure 1, inset a). The boom skirt (that part of the boom extend

ing below water level) was 5 ft deep (Figure 2). The second configura

tion was unchanged except that the upstream end of the boom was placed

about 100ft offshore (Figure 1, inset b). The device was emplaced on

September 10, 1975. The configuration was changed on September 17,

1975, and the boom was removed on September 24, 1975.

Thermal cross-sectional profile surveys of ambient conditions

were conducted on September 5 and September 8, 1975, prior to instal

lation of the boom. Surveys to evaluate the first configuration were

conducted on September 11 and September 15, 1975. Surveys of the second

configuration were conducted on September 18 and September 22, 1975.

Water temperatures were recorded at 1-ft depth intervals at six stations

across each of the following transects: N-5, N-1, Zero, S-1 through S-

6, S-8, and S-10 (transects are indicated in Figure 1). On September 5

and September 8 temperatures were measured using the temperature portion

of a Beckman RS5-3 Portable Salinometer (accuracy ±0.23 F or ±0.5 C).

The remainder of the surveys were conducted using NAI's Model 1001-T-2

dual-channel temperature recorder with YSI thermistor probes (system

accuracy ±0.5 F).

2

GARVINS FALLS

DM1

0

I 0

SCALE:

I 1 Km

1 Mi I

FIRST CONFIGURATION

A OIL CONTAINMENT

BOOM

SECOND CONFIGURATION

B

SOU COOK RIVER

MERRIMACK GENERATING

PLANT

DISCHARGE CANAL

HOOKSETT POWER DAM

Figure 1. Overview of Merrimack River showing sampling transects. Inset A shows first boom configuration, and inset B shows second boom configuration. Plume Deflector Effectiveness Study, 1976.

3

WATER LEVEL BUOYANCY FLOAT

\ ·- ~ \ ....... /..._ - - .~::--...- -'- . ' - -- -~ -- -- _, ··""--···· • ~----.,_\..);-- --~c: -. ....... ·~-.~ .......

- =-~..,:_ -~~·.lp._:--:7:.-~::--=~.::Er-:-:-~·!::.,.·:--~ -~-B:-:;.::;., -:~:-: ::.•@ .. _..:::.:·-.. --·-'-:-Q.-,_. .. -::--··.-: 7·-'-"""'0 _;,.,..:!.'."7-=----·:.'·. ,--~--==- ·. __ ,_ t . 'IJ I ~ , "' ,, ·. '-\ ., - ,, ~---:.. _'\\ /.::\, '\ .\ . 1-·---'-""~---- -· .='-- -

.. . ' . . 5' . ·. \ ' ·, . . . '>- ' \ • :- :.. "Y .. ~... ·..:,. '~~..', ~ "'' '

. ,...... ....... ··~- ' ~, ·, I. '·, ·' ' _y_

-\. .''-.

RIVER BOTTOM ANCHOR · . \.

~ . . [" .. . ~ " .... '-~" -·;-..·::-· . ·-·-· -..·----··- ·-- r.:.-·-~- ~-.:-~::-~7>~:.;..::..~-:'. :-::.:..:. """-=:-.:·~~....:f:~--~:7'.: ~ ~'=='~::.~:--::.~-=:._.--:::-~-;,.;:' -..-:~-:~ ~.~ -~.:::.__,_,~:..-f=-~,~·-:==~-

Fivure 2. Schematic diagram of a section of the oil containment boom used in the experiments. Plume Deflector Effectiveness Study, 1976. .t>

III. RESULTS AND DISCUSSION

Cross-sectional isotherms for each of the thermal profile

surveys are shown in Figures 3 through 8. Each figure consists of cross

sections at Transects Zero, S-1, s-3 and S-5. Although more data are

available, the information shown in these figures is most representative

of the effect of the boom on the temperature distribution in the immedi

ate vicinity of the discharge canal. The isotherms shown in the figures

are drawn such that they differ by 1.0 F increments above the ambient

temperature. The difference (~t) between each isotherm and ambient

temperature is also indicated, along with its actual value. Ambient

temperature is defined as the mean cross-sectional temperature at

Transect N-5. These temperatures are listed in Table l, and were com-

puted from the following relation:

n E T. X A.

i=l l l

T (l) n E Al

i=l

where T. 's are temperatures of the cross-sectional isotherms, A.'s are l l

areas bounded by the respective T. 's and the next lower temperature, and l

EA. is the total cross-sectional area. l

Each of the boom deployment configurations will be discussed

separately. It should be noted that Merrimack Station's Unit l was not

operating from 1817 EST on September 7, 1975 to 1835 EST on September 8,

1975 (see Appendix C). Thus the data obtained on September 8 were not

representative of general operating conditions. In addition Unit l was

down from September 12, 1975 to October 15, 1975, so data collected

during the last three surveys were also not representative. Therefore

5

0-,

[ o-,. ~ .r-0

2-l !';:)""/ ./11//~/~ == 74ii'-....'\..'\.. '\ I

4-l ~ft ~---------- ---2~ /U.Cf...__ l (\\1\\\.1 I 4

-.

6 ............. r, ~ 8 ,~ X

,- - _..-----...,__

-y~,~ 1- 'f e___;o w w LJ_ .._.. 8 ......... LJ_ 8 ...__. :c

:c ~ ~ ~~ ~ 1- I f- :C B::i 10 L 3 B::i l;:: I 0 0 i a w .

1 __ o 12-l I 12

I I

L4 I l-4 14-l

I 14

A 16~ B

16-4 ZERO I 5 S-1

5

0 0

0~ L76.8 "'~'==- '---------11--788~ = J 10

2 2

I 4 4

......... ...--.. 1-w ffi 6~ l I ~2! t:: 6

21--;:::- l ~ •j ~r ~'~I ~ 3 ~ 8

:c...__.

~ J ~3 ~ _3 ~ ~ 10~ 10

I 0

12-l \ I 12

I I

14~ ~4 f-4 14-j \ / I

D 16-l <::_~

~ I 16~ S-5 I 5 • Figure 3. Cross sectional profiles at selected transects for pre-

installation date, September 5, 1975. Plume Deflector --~------------- ---- 0'1

Effectiveness Study, 1976. Ambient temperature = 68.8°F. ..

-------- ·--------------- ------ ----

0 0

2

4

........ ..-.. Vl f- 6 w

0:: w

w 2f-LL w ~

8 ::c f-0.. w 10 c

12

I :::E .

..........

I :c f-

I ., 0.. r"w

I 0

i 14

A

r-4 I

16 ZERO

0

2

4

6

fw w LJ... 8 ..........

:c f-lO 0.. w 0

12

14

16

B

S-1

0

Vl 0:: w

2fw :!:

::c f-0..

3W 0

4

~--------------------------------------------------~5 ~--------------------------------------------------_._~ 0

2

4

f- 6 w w LL

8

::c f-0.. w 10 0

12

14

16

. -- -·

[ :~ 4

......... Vl

6 0:: w .........

,_ 2 t:i f-w I ::E: t:: 8 . ..........

I .......... i :c

f-~10 i 0..

r3~ 0.. w 0

I 121

"~ F4 l

I

16

?/ I / M/ n ~

~?/

--?2- 5 =----\ - 4 3_2 ___ 69--.....

0) 6?

D

S-5

,-68--

0

Vl 0:: w

2 fw ::E ..__..

::c f-0..

3 w 0

4

5 ~------------------------------------------~5

Figure 4. Cross sectional profiles at selected transects for preinstallation date: September 8, 1975. Plume Deflector Effectiveness Study, 1.976. Ambient temperatu-re~·· 67°F.

-..J

0

2

4

1-w 6 w LL..

:r: 8 1-CI... w Cl '10

12

14

16

0

2

4

...-.. 1- 6 w w LL..

:r: 1-CI...

8

~ 10

12

14

16

A

ZERO 16

B

S-1

0

(/) 0:: w

21-w ::E

:r: 1-CI...

3W Cl

4

J---------------------~~~~--------------------~5 J---------------------~~~----------------------~5

~a

I'_ r,s I ::J: ' I-L3 ~ I o

!-1

~4 I

:l J

6 -1-l.LJ

t:: 8

::J: 1-10 0... I

~ 12~ --1

14

16

\~~/ 8-------- 0

0

S-5

I 8 '--?2./

0

VJ 0:: l.LJ

2 1-l.LJ ::E

::J: 1-CI...

3 w Cl

4

~--------------~----------------------~5 ~------------------~------------------~5

Figure 5. Cross sectional profiles at selected transects for postinstallation date: September 11, 1975. Plume Deflector Effectiveness Study, 1976. Ambient temperature= 64.l°F.

(X)

0

2

4

f- 6 w w LL

8 :c f--0... w 0 10

12

14

IS

0

2

4

fw 6 w LL ..._.. :c 8 t-o... w 0 10

12

14

16

A

ZERO

J / 64~) 66,3 / ./ 7 6 5

~ 4 /~ 63.3_/

ol ~ , 683/66.3/ \\ ~ ,~) ,,- /0 ' / /

l ~·~9_J./_d/<j --~ 683 69.3 ' ~ - -- - - .. - 66.3 ( (

2 ~j ~~--~--- -.. _ '-63.3 5~~3~\__

-~~ 9,10---J ~-4 43 8 -=~:__:-_____ ~ \ ~- '--7----. -~---~-:::--~--

0

...-... (/)

0::: 6 w ...-...

>-21-- I-

ll t.;J t;j 8

.._.. LL .._..

:c 1--:c 0... I- 10

3w o... I o ~ ' 12

4 14

16

6 "3 " - // L '---.__ /

-2~ :;:. 5- _ _____ _/ /

6/3 3- --1 ......

B

S-1

0

(/)

0::: w

21-w ::::::

:c 1--0...

3w 0

4

J---------------------------------------~----------~5 J-------------------------------------------------~5

S-3

0

] 4

...-...

~ 6 w ...-...

2 I- 1-Ww

;:,::: W 8l· .._.. LL

I~ ~ ilo 3 w 0... ow

0 - .. 12

f-4 14

IS

0

S-5

0

(/) 0::: w

21-w ::::::

:c 1-0...

3W 0

~----------------------------------------~--~5 ~------------------------------------------~5 Figure 6. Cross sectional profiles at selected transects for post

installation date: September 15, 1975. Plume Deflector Effectiveness Study, 1976. Ambient temperature- ;---59~ 3°F

1.0

0

2

4

1-WG w LL

::cB IC... w oo

12

14

16

0

2

4

1-6 w w LL ~8

::c IC... W!Q 0

12

14

16

BOOM LOCATIJ~N-:J..

~9'--69.4/

c S-3

A

ZERO

10 I r-~

.......... V) r.r: w

21-w ::E --i ::c

! I!-3E;:j ' 0

L4

I

ol J

70.4 /./

9/

4~ -""'! -65.4--5

' ------------- ~ 6 ~ 64.4------- 4-.......... I ~3 LJ I 63.4 __.---~ Bl 62.4 ___

2 ____

-- I / 61.4-----.._ ' I

~10~ -~ 121

"~ I 16l

B

S-1

I '-.. 70.4 10.4-10 '----!o~

0

V)

0:: w

21-w ::E:

::c IC...

3w 0

4

L5 ~--------------------~~-=~----------------------~5

o ol

f,-' :~ I ffi ~=" 6~ r 21- w w w

I ~ .:::_ a1' I ::c ::c

I I- I-C... 0... 10-i

r3w w I

. "' "'12j 1-4

I 14J I

_J

IG I "1

.,.; I .~ ... / 6,8. 4 'i -------------=-

9 .

8

/6 5 -64.4----6?.4 / / 4

~/~3~.,\____ 2

~z~

D

S-5

2-::J

0

V) 0:: w

21-w ::E:

::c IC...

3w 0

4

J-----------------------------~~--------~5 ~----------~--------------------------------~5

Figure 7. Cross sectional profiles at selected transects for postinstallation date: September 18, 1975. Plume Deflector Effectiveness Study, 1976. Ambient temperature= 60.4°F, ·

--------~- .. ---·---- ----·

1-' 0

0

2

4

1- 6 w w Lt...

:r: IC..

8

~ 10

12

14

16

0

2

4

1- 6 w w LL

8 :c ID... w 0 10

A

ZERO

~c

~'-l2~ I W !: : I-I C.. ·-3 w I o

I I 4

I I

i I 5

0

--Vl 0:: w

21-

i! ! :c I I-

~3Eb ' 0 I II

~4 I I

('l

'~ 4l __ J

J- I

w I W I .:::_ s I

tiJ w I o I

12l

"l . I IC I

0

Vl a: w

2 1-w L

:r: IC..

3 w 0

4

~----------------------~~~----------------------~5

OJ

2

4

6 ......... 1- ...;

~ sJ ~'0~ ~ ~

::1

0

Vl 0:: w

2 1-w L

:c IC..

3 w 0

16j S-3 v I 5 16

D

S-5 ~-------------------=--~------------------~5

Figure 8. Cross sectional profiles at selected transects for postinstallation date: September 22, 1975. Plume Deflector Effectiveness Study, 1976. Ambient temperature= 60.6°F.

,_, ,_,

TABLE 1. AMBIENT RIVER TEMPERATURE AS DETERMINED AT TRANSECT N-5. PLUME DEFLECTOR EFFECTIVENESS STUDY, 1976.

SURVEY DATE, At1BIENT 1975 Tn1PERATURE, F

September 5 67.8

September 8 67.0

September 11 64.1

September 15 59.3

September 18 60.4

September 22 60.6

12

13

an assessment of the first boom deployment scheme will be based on data

from September 5 and Septerilier 11, whereas an assessment of the second

configuration can only be qualitative. Data pertaining to river dis

charge and atmospheric conditions are compiled in Appendices A and B,

respectively. Because these conditions were not substantially different

from one sampling day to the next, it is felt that they did not cause

any unusual effects which would invalidate direct comparison of the

survey results.

A. FIRST BOOM CONFIGURATION

In assessing this containment system, a comparison of the

cross-sectional profiles obtained at Transect Zero is most interesting.

The post installation survey (Figure Sa) showed a pronounced horizontal

temperature gradient in the vicinity of the boom. On the east side of

the boom, the temperatures throughout the water column were substan

tially cooler than on the west side. This large horizontal gradient is

not evident in the illustrations for the pre-installation survey (Figure

3a), indicating that the boom was effective in containing the effluent.

A comparison of the cross-sectional profiles obtained at

Transect S-1 shows a substantially different picture. In this case the

pre-installation data (Figure 3b) and the post-installation data (Figure

5b) were generally similar. In each illustration the isotherms sloped

fairly gently from the west bank to the east bank, and a sharp vertical

temperature gradient (thermocline) was present near the east bank. An

important difference to note, however, is that in Figure 3b the thermo

cline is slightly shallower than it is in Figure 4b. This suggests that

a slightly greater amount of mixing took place after the boom was in

stalled. Comparisons of the cross-sectional profiles for Transect S-3

suggest the same thing. The pre-installation illustration (Figure 3c)

shows a fairly shallow and pronounced thermocline, but the post-instal

lation illustration (Figure Sc) shows a comparatively weak thermocline

and a smaller percentage of the cross section at or below the ambient

temperature. The increased extent of mixing is similarly indicated at

Transect S-5.

14

Of further interest in assessing the boom's effectiveness are

the data presented in Table 2, which lists percentages of total cross

sectional area bounded by ~t's of SF, lOF, and 15F. Note that the areas

bounded by the indicated ~t's are greater at every transect on September

11 than on September 5. This was also the case for September 15 even

though only one power generating unit was operating.

The vast difference in boom effectiveness between Transect

Zero and points downstream is no doubt the result of the boom deployment

difficulties encountered by the crew from Coastal Services. Since the

boom skirt was five feet deep, the 200,000 gallon per minute discharge

from the effluent canal caught the boom with tremendous force, making it

impossible for the crew to moor it in the desired fashion with the

equipment they used. As a result, the actual configuration was such

that the boom extended about half way across the river and ended only a

few feet past the do\mstream shore of the discharge canal. Effluent

water was thus prevented from mixing with ambient water at Transect

Zero. However, it easily bypassed the end of the boom and, because of

the constriction presented by the boom, it was forced deeper within the

ambient water than it was when no boom was present.

B. SECOND BOOM CONFIGURATION

As previously noted, only general comments can be made regard

ing the effectiveness of the second boom configuration. Once again, the

cross-sectional profiles at Transect Zero showed a much different temp

erature distribution after installation of the boom; however, the post

installation temperature distribution was not consistent from one survey

to another. For the September 18 survey (Figure 7a), the isotherms show

a fairly sharp upward slope from west to east, but there was no extreme

horizontal temperature gradient such as was present on September 11 and

15

TABLE 2. PERCENTAGE OF TOTAL CROSS SECTIONAL AREA BOUNDED BY AT'S OF 5 F, 10 F,AND 15 F. PLUME DEFLECTOR EFFECTIVENESS STUDY, 1976.

TEMPERATURE INCREASE, F SURVEY DATE,

1975 TRANSECT >5 > 10 >15 - - -September 5 Zero 36.4 19.7

S-1 42.4 27 S-2 34.8 17.4 S-3 33.9 17.4 S-4 34.2 11.5 s-s 29.7 9.7

I September 8 Zero 21.8 7.6

S-1 26.1 6.0 S-2 22.3 S-3 26.1 S-4 21.1 s-s 22

September 11 Zero 55.2 32.1 4.9 S-1 57.9 22.8 S-2 62.9 13.2 S-3 60.4 27.2 S-4 59.3 17.3 s-s 64.6

September 15 Zero 51.7 33.9 S-1 53.8 11.9 S-2 52.5 S-3 56.9 S-4 59.4 s-s 48.6

September 18 Zero 41.9 26.4 S-1 57.3 3.1

,·,:: S-2 47.2 S-3 44.3 S-4 34.7 s-s 34.9 1.0

September 22 Zero 35.9 28.4 S-1 44.8 4.7 S-2 39 0.1 S-3 43.6 2.6 S-4 31.5 S-5 38.9 •

15. However on September 22 (Figure 8a), the isotherms near the boom

were nearly vertical indicating a very strong horizontal temperature

gradient. It appears then, that this boom configuration had generally

the same effect at Transect Zero as did the first configuration.

At Transects S-1, S-3, and S-5, the post-installation data

(Figures 7b, c, d and 8b, c, d) all indicate a less-severe vertical

temperature gradient after boom installation than be£ore. Once again

this implies that vertical mixing was greater after installation of the

boom than before. Further evidence of this can be seen in Table 2.

16

Even though Unit l was not operating on September 18 and 22, the temp

erature distribution was such that the areas bounded by SF, lOF, and lSF

6t's were greater after boom deployment than before.

17

IV. SUMMARY AND CONCLUSIONS

The data indicate that in either configuration the plume

deflector boom with a 5-ft deep skirt did not confine the discharge

plume to the surface waters near the west bank of the river. Although

it appeared to work reasonably well in the vicinity of its downstream

end, the net result was that the heated effluent mixed into the water

column to a greater extent than normal. Part of the reason for this

bypass problem was that the boom extended only a few feet beyond the

downstream shore of the canal. This was a result of the severe boom

deployment difficulties occasioned by the force of the effluent water on

the dee~ boora skirt. It may be that this problem would render ineffect

ive any moored plume deflector.

APPENDICES

APPENDIX A.

RIVER DISCHARGE DATA AS MEASURED AT GARVIN'S FALLS

MEASURED FLOW - CFS DATE (average for entire day)

September 5, 1976 1866

September 8, 1976 1738

Septmeber 11, 1976 1795

Sep'tember 15, 1976 1529

September 18, 1976 1958

September 22, 1976 2352

TIME

0053 0155 0255 0353 0456 0555 0653 0755 0855 0955 1055 1155 1255 1355 1455 1555 1655 1755 1855 1955 2055 2155 2255 2355

APPENDIX B.

AIR TEMPERATURE AND RELATIVE HUMIDITY AS MEASURED AT CONCORD AIRPORT

DAY 9/5 DAY 9/8 DAY 9/11

AIR REL. AIR REL. AIR TEMP. HU~·1. TH4E TEMP. HUM. TH1E TH1P.

53 93 0053 46 100 55 40 50 93 155 46 96 55 39 47 96 255 48 100 55 36 46 100 355 47 100 55 36 45 96 455 47 100 55 36 48 96 555 47 100 55 36 54 93 653 48 100 55 41 60 80 755 51 100 55 42 65 70 855 53 100 55 52 71 53 955 58 87 55 60 74 38 1055 61 81 55 68 75 36 1155 64 20 55 72 77 35 55 71 57 55 76 77 37 55 73 57 55 77 76 40 54 72 61 55 77 77 38 52 74 62 55 73 74 40 52 73 64 55 71 68 51 52 69 76 55 69 59 81 54 66 84 53 68 55 80 52 66 87 55 66 52 96 52 65 90 55 65 52 96 53 65 93 55 63 51 100 52 65 87 55 64 51 93 55 61 97 55 62

REL. HUM.

94 97 97 97 97

100 100 100

80 62 49 51 45 42 45 56 64 68 73 76 75 78 75 81

APPENDIX B. (Continued)

9/15 9/18 9/22

AIR REL. AIR REL. AIR REL. TIME TEMP. HU~1. TmE TEMP. HUM. TIME TEMP. HUM.

r--------

0055 31 100 54 40 100 54 45 96 0155 28 96 53 42 100 56 44 96 0255 30 100 53 40 100 53 43 96 0355 30 100 55 41 100 57 43 93 0455 29 100 53 41 100 54 42 96 0555 29 100 54 41 100 52 41 96 0655 30 100 54 43 100 54 48 96 0753 35 100 54 46 100 53 56 83 0852 43 89 56 48 100 55 62 54 0953 52 61 56 55 83 54 64 56 1053 59 47 55 61 20 53 65 56 1153 60 44 56 66 54 53 68 49 1255 61 44 53 66 52 55 71 41 1352 62 44 55 65 56 55 70 42 1454 61 39 53 65 56 52 71 44 1553 60 44 55 63 60 55 70 46 1653 59 51 55 61 67 59 66 56 1753 54 64 55 58 75 55 62 70 1854 50 71 55 56 87 55 62 75 1953 48 77 55 55 90 55 60 78 2053 45 83 55 55 90 55 57 86 2158 46 93 55 54 97 55 57 86 2252 37 100 55 54 97 55 57 90 2355 36 93 54 54 97 55 57 90

····'!

APPENDIX C.

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ENEIIG'f ___ "K'NH--------,- " .. --·--· ·--- coA'C'i:l'o\~- - ;:s; ..... --- ------- ---,- . ----STEM\ FLOW -LBS-- I--

6;_,;, 633 1-685-- T-68l, r-68~- oaa- j---2li --: ii1T __ 2t_4 nv.E ' N< r .-. .. ooo I MOil'J ! Moa2 1 MOll I M064 i TOTAl eye I CYC

GEN GRO.>S i RUN I START I COM SOOT I COAt I 'lA 1 26

;Y.1~--~-~~~-l_r::; p~~T::~-:;~~. · 1-:;~·r::~-~-;;~ :,~i;:. l . :lC I 2D 2E I 2F .11 2G ! STEAM I AUX ! STEAM l STE/oM COil i v

i 1 1 \ i TIE 6LOWG : ,

b-~~l~- X~OOX_l~~IOO _t-~1~ ~ --~/~- XlO ~~j~_±_x~~_j~~~-u>--~ i ! STEAM . 1 TO 2 I 2 TO l i '>lEAN. I

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--- I 3044 1181 207 618 1324 2326 3356 3312. 3272 3324 334~ 3332 3332 1932. 0 3044 1175 207 618 133~ 2330 3360 3316 3276 3324 3348 3336 3340 1932 0 3048 1184 207 619 '1356 2346 3384 3340 3300 3352 3372 3356 3364- 1944 ~ 3046 1185 207 616 1342 2338 3372 3328 3292 3340 3356 3348 3352 1933 0

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MERRff-1,/lCi< STATION UNI1 2

ENERGY r. • .,H ~ ---- -- - --- --coA"l"FLcvi · - u;s·--- - ---------- \---- ---sri.\.M flow-- l~s - r 6<3? ~'3 6&5 ;· 686 ·:·--6ai-'-6iia t i\2 .m- 21 .. T2Js_l __ 2!6 - 217-T2ls' -ii~210 -r-221--r-n:~·-----;----2;:3 1 -n,-· f·-z NET : WJIJO i MOeJ : MOB2 ! MOBI ! M~ : TOTAL ! nc Vt'C i eve I o<. oc

1

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c 10. 71 ~73 lj .J--f

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0 1 "' ~ .. 1:.73 1

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'-' ~~~·, 3~5l 117J 234 4Gl 1322 2260 325~ 32dS 31G3 32G0 3240 3228 3240 1902 0 10 3:3 517 I . 2 j.,;: 3~lS1; 1::./3 234 :;Gl 1330. 2242 3232 3188 3152 322d 3220 3208 32~8 l'L0 0 20. 34 534

~~J4 3C5~ 1173 235 466 13G5 2Z40 3236 31C4 3144 3204 3215 3204 3212 1903 0 32. 44 328 ~ 2894 3050 1172 2~4 463 1346 2230 322C 317£ 313G 3184 3204 3196 3192 1906 0 14 20 493

G0. 10 14 466 ~ 2~ lli 445

1.: 289G 3050 llG4 235 lt66 133~ 22~2 31S(~ 3140 31~~ 312lt 3172 3156 316~ 1912 : ~ 2:JSC 3042 1171 235 462 135~ 2230 ~22.4 · 317.6 . 3136 3168 32~8 _ 3196. 3192 1924

~ 4 14 --~~~- ~~;~ ~5%-- H~~ H~ --¢&~~}~1 3~a-~4 ~f~4 3~8 3m6 3i'H~}~-~-..,,.:r-........ -w--u--u---------~ 432 ___

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~ J.~ ~1)"4"2-r ~- ._ . 20 1~ 418

56 10 20 424 0 30 14 !~24

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0 10 1~ 42J 0 2~ 14 442

0 24 34 4G3

2~~~ 11G3 234 467 1342 22C8 320C 3148 31~8 3124 3176 ' 3163 31G4 1918 ;_ ~ ~>,_; \3C4 1+ l1S4 235 458 1348 22l!t-3204 3156 3116 3124 3192 3176 3172 19~6 2:-:_;2 )~T,~ 11G3 234 459 1348 -LfOG 3200 3155 3112 3076 3184 3172 3168 191\.l r . . ':· 3:':4!; 1 ::.riCJ :-.>34 453 1336 2222 3215 317G 314:. 3Cl% 3208 319G 3192 l'J28 0 24 2C I; 75

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PUBLlC-SEtNlCE CO. OF NEW HP,},,PSHIRE

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MERRIMACK STAT.tON -uNIT 2

·- - ---- --- --··--

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Documents

Further Assessment of the Effectiveness of an Oil Containment … · 2015-07-20 · S-1 (Figure 1, inset a). The boom skirt (that part of the boom extend ing below water level) was