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Semiannual Non-Radiological Environ Rept for Aug 1978-Jan 1979.
	ML19282C611
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Issue date:	03/08/1979
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HAZLETOT ENVIRONMENTAL SCIENCES CORPORATION 1500 F RONT AGE HO AD. NORT HOPOOK. ILLINCIS GOOG2. U S A SEMI-ANNUAL NRC REPORT TO COMMONWEALTH EDISON COMPANY CHICAGO, ILLINOIS OPERATIONAL ENVIRONMENTAL MONITORING IN THE MISSISSIPPI RIVER NEAR QUAD-CITIES STATION August 1978 through January 1979 PREPARED AND SUBMITTED BY HAZLETON ENVIRONMENTAL SCIENCES Approved By: . b- '

'.1 // -

G.W. Lutterbie M.S.

Project Manager J'S 6 \un ECeu G.W. Wadley Ph.D. )

Scientific Director 8 March 1979 78033003g7 PHONE (312) 564-0700 a TELE x 28-9483 (H AZES NO AK)

HAZLETON ENVIRONMENTAL SCIENCES TABLE OF CONTENTS Page Preface.......................................... y

1. Total Chlorine Monitoring by Margaret A. George....................... I

2. Temperature Monitoring by Gayle L. Shipley......................... 23

3. Chemical Usage by Gayle L. Shipley......................... 35

4. Impingement Investigation by M. Stephen Pallo and Dave Blei........... 47 Aprendices A Summary of Daily Minimum, Maximum and Mean Water Temperatures................ 63 B Summary of Daily Temperature Differences 71 C Weekly temperatures in the Wapsipinicon and Mississippi Rivers............ 79 D Chronology of Changer in Station Operating Condit.ons.............. 83 E Daily Megawatt Power Output (Percent of Capacity)......................... 91*

F Percent Recovery of Temperature Data and Explanation of Data Losses........ 99 G Hourly Wate r Temperature Da ta. . . . . . . . . . iv5-iii

HAZLETON ENVIRONMENTAL SCIENCES PREFACE The Quad-Cities Station is a nuclear fueled steam electric generating facility located near Cordova, Illinois, adjacent to Pool 14 of the Mississippi River about 21 miles north of the Davenport-Moline-Rock Island area.

This report is presented as required by the Nuclear Regulatory Commission operating liscenses DRP-29 and DRP-30 non-radiological technical specifications for Quad-Cities Station Units 1 and 2. These specifications require the sub-mission of semi-annual reports describing the results of environmental monitor-ing for the total chlorine used in condenser chlorination, temperature monitoring, station chemical usage, and fish impingement.

The monitoring results for the six-month period August 1978 through January 1979 are herein reported.

V

HAZLETON ENVIRONMENTAL SCIENCES Chapter 1 TOTAL CHLORINE MONITORING Margaret A. George OPERATIONAL ENVIRONMENTAL MONITORING IN THE MISSISSIPPI RIVER NEAR QUAD-CITIES STATION August 1978 through January 1979 1

HAZLETON ENVI AONMENTAL SCIENCES TABLE OF CONTENTS Page List of Tables .................................. 5 I. Introduction .................................... 7 II. Field and Analytical Procedures ................. 7 III. Results and Discussion .......................... 9 IV. Summary and Conclusions ......................... 9 V. References Cited ................................ 9 3

HAZLETON ENVIRONMENTAL SCIENCES LIST OF TABLES p]3 Title Page 1.1 Sampling locations monitored for total residual chlorine during condenser chlorination at the Quad-Cities Station, August 1978 through January 1979 .............................................. 8 1.2 U.S. Nuclear Regulatory Commission surveillance requirements for total chlorine concentrations ............ 10 1.3 Sampling dates for total residual chlorine monitoring during condenser chlorination and Quad-Cities Station operating conditions .................. 12 1.4 Total residual chlorine concentrations measured during condenser chlorination, August 1978 ................ 13 1.5 Total residual chlorine concentrations measured during condenser chlorination, September 1978 ............. 14

1. 6 Total residual chlorine concentrations measured during condenser chlorination, October 1978 ............... 16 1.7 Total residual chlorine concentrations measured during condenser chlorination, November 1978 .............. 18 1.8 Total residual chlorine concentrations measured during condenser chlorination, December 1978 .............. 20 1.9 Total residual chlorine concentrations measured during condenser chlorination, January 1979 ............... 22 5

HAZLETON ENVIRONMENTAL SCIENCES Chapter 1 TOTAL CilLORINE MONITORING by Margaret A. George I. Introduction Total residual chlorine monitoring during Quad-Cities condenser chlorin-ation began on 27 July 1972 and has continued through this study period, August 1978 to January 1979. During this period, the Station operated in the open cycle cooling mode using the dif f user pipes, in the closed cycle cooling mode using the spray canal, or a combination open and closed cycle mode of condenser cooling in which half the cooling water was discharged through the south diffuser pipe while the other half circulated within the closed cycle spray canal system (see Appendix D for details).

The objectives of this study were:

1. to document total residual chlorine concentrations in the Mississippi River upstream and downstream from the Quad-Cities Station and at the point of discharge to the diffuser and/or blowdown pipos;

2. to monitor variations in chlorine concentration during condenser chlorination in the station's discharge bay during the open or com-bination open and closed cycle mode of condenser cooling or .n the spray canal during the closed cycle mode; and

3. to compare all chlorine concentrations determined during this study to the surveillance requirements approved in the technical specifica-tions by the U.S. Nuclear Regulatory Commission (1974).

II. Field and Analytical Procedures Total residual chlorine concentrations were determined during condenser chlorination four times per month in compliance with the non-radiological tech-nical specifications for the Quad-Cities Station (USNRC 1974). Measurements were made in the Mississippi River before, during, and af ter condenser chlorina-tion and also in either the discharge bay or spray canal of the station at fre-quent time intervals during chlorination. Sampling locations are described in Table 1. ', .

Concentrations of total residual chlorine were determined in the discharge bay (Location 7) during the open and combination cycle cooling modes and in the spray canal (Location 9) during the closed cycle cooling mode. In both the discharge bay and spray canal, chlorine concentrations were determined at about two to five minute intervals starting at the time of condenser chlorination and ending approximately twenty minutes after termination or when chlorine levels were below the analytical limit of 0.01 mg/1.

7

HAZLETr1N ENVIRONMENTAL SCIENCES Table 1.1. Sampling locations monitored for total residual chlorine during condenser chlorination at the Quad-Cities Station, August 1977 through January 1978.

Sampling Location Description 6 At the intake forebay of the station.

7 At the entrance to the diffuser pipe in the discharge canal of the station.

9 At the entrance to the blowdown pipe in the spray canal.

21 Downstream from the diffuser pipes.

22 Downstream from the blowdown pipe.

23 Upstream from the diffuser pipe.

24 At the point of discharge from the diffuser pipe.

26 Upstream from the blowdown pipe.

30 South edge of intake.

8

HAZLETON ENVIRONMENTAL SCIENCES Samples in the river were collected at a depth of one meter using a Kemmerer sampler unless cold weather rendered the water sampler inoperable. At those times bottles were filled directly, as they were at the station locations. Sam-ples were analyzed immediately af ter collection by method 409C ( A.P.ll. A. et al.

1976). A Fischer and Porter Amperometric Titrator having an analytical detec-tion limit of 0.01 mg/l was used for analysis of all samples.

III. Results and Liscussion Throughout this study period, all chlorine concentrations were within the U.S. Nuclear Regulatory Commission 1974 surveillance requirements, as summarized in Table 1.2.

Station operating data during the chlorination cycles monitored f rom August 1978 through January 1979 are shown in Table 1.3.

Total residual chlorine data from August 1977 through January 1978 are pre-sented in Tables 1.4 through 1.9.

IV. Summary and Conclusions

1. Chlorine monitoring was conducted 24 times during operation of the Quad-Cities condenser chlorination system from August 1978 through January 1979.

Total residual chlorine was not detected in the Mississippi River upstream or downstream from the station, indicating dissipation of chlorine before reaching the river and compliance with the Commonwealth Edison Company - U.S. Environmen-tal Protection Agency (U.S.E.P. A.) recommended limit of 0.20 mg/1.

2. Total chlorine concentrations in the discharge bay and spray canal during the entire reporting period were within the limits approved by t he U. S .

Nuclear Regulatory Commission.

V. References Cited A.P.H.A., A.W.W.A., and W.P.C.F. 1976. Standard methods for the examination of water and wa s t ewa *.e r . 14th Ed. Amer. Public Health Assn. , Washington, D. C. I193 pp.

Commonwealth Edison Company. 1976. Chlorine reduction study for Quad-Cities Station. Proposed li t e ra ture by the U.S.E.P.A. and Commonwealth Edison Company letter dated 29 January 1976.

U.S. Nuclear Regula tory Commis s io n. 1974. Appendix B to operating license DPR-29 and DPR-30: non-radiological tecjnical and specifications and basis for Quad-Cities Station Units 1 and 2 Rock Island, Illinois. Commonwealth Edison Company. Docket numbers 50-254 and 50-265. Washington, D. C. 15 pp.

9

HAZLETON ENVIRONMENTAL SCIENCES Table 1.2 U.S. Nuclear Regulatory Commission surveillance requirements for total chlorine concentrations.

Obse rved (mg/1)

Circulating water Discharge Spray pumps operating Allowable" (mg/1) Bay Canal 2 1.50 Not applicable Not applicable 3 1.00 Not applicable Not applicable 4 0.75 Not applicable Not applicable 5 0.60 <0.01 <0.01 6 0.50 0.07 <0.01

" Maximum total chloring concentration (mg/1) allowable in the discharge bay or spray canal as averaged over the injection cycle according to the U.S. Nuclear Regulatory Commission (1974).

bThe maximum detectable total chlorine concentration determined as averaged over the injection cycle for the number of circulating pumps aperating is defined according to Commonwealth Edison (1976) as the arithmetic mean of detectable chlorine concentrations (0.01 mg/l or higher) during any particular monitoring period during a sodium hypochlorite injection cycle.

'Not applicable because monitoring was not conducted when the specified number of pumps was operating.

T 10

HAZLETON ENVIRONMENTAL SC!ENCES Table 1.3. Sampling dates for total residual chlorine monitoring during condenser chlorination and Quad-Cities Station operatingi conditions, August 1978 through Janurary 1979.

Number of Number of Circulating Number of injection Feriod Locations Total Chlortne Station Water Pumps Lift Pumps of Station Condenser Nnitored Mississippi River Mterutnations Date Ope ra t ion Operatint Operartne Chlorination (hour) at Station Locations Manitored Performed 2 Aug 1978 combination cycle 6 3 1030 to 1110 discharge bay (7) upstream (6,23) 27 downstream (21.24) 8 Aug 1978 combination cycle 6 3 1030 to 1110 discharge bay (7) apstream (6.23) 27 downstream (21.24) 15 Aug 1978 open cycle 6 0 1030 to 1110 discharge hay (7) upstream (6.23) 27 downstream (21.24) 31 Aug 1978 combination cycle 6 3 1030 to 1110 discharge bay (7) upstream (6.23) 40 devnstream (21.24) 11 sep 1978 epen cycle 6 0 1030 to 1110 discharge bay (7) upstream (6,23) 31 downstream 21,24) 15 Sep 1978 cambination cycle 6 3 1030 to 1110 discharge bay (7) upstream (6,23) 31 downstream (21,24) 18 sep 1978 open cycle 6 , 0 1030 to 1110 discharge bay (7) upstream (6,23) 31 downstream 21,24) 27 Sep 1978 combination cycle 6 4 1030 to 1110 discharge bay (7) upstream (6,23) 32 downstream (21.24) 13 tict 1978 combination cycle 6 4 1030 to 1110 discharge bay (7) upstream (6,23) 32 downstream (21.24) 17 Oct 1978 combination cycle 6 4 1030 to 1110 discharge bay (7) upstream (6.21) 32 downstream (21,2',)

24 Oct 1978 closed cycle 6 5 1030 to 1110 spray canal (9) ups t ream (6,26. 30) 28 downstream (22) 27 oct 1978 closed cycle 6 5 1030 to 1110 spray canal (9) upstream (6,26,30) 32 downstream (22) 2 Nov 1978 closed cycle 6 5 1C30 to 1110 spray canal (9) upstream (6.26,30) 33 downstream (22) 9 Nov 1978 closed cycle 6 5 1020 to 1120 spray canal (9) upstream (6,26,30) 33 downstream (12) 21 Nov 1978 open cycle 6 0 1030 to 1110 discharge bay (7) upstream (6,23) 29 downstream (21,24) 29 hev 1978 open cycle 6 0 1015 to 1055 discharge bay (7) upstream (6,23) 29 downstream (21,24) 13 Dec 1978 closed cycle 6 5 1030 to 1110 spray canal (9) upstream (6.26,30) 33 downstream (22) 18 Dec 1978 closed cycle 6 5 1030 to 1110 spray canal (9) upstream (6,26.30) 32 downstream (22) 19 Dec 1978 closed cycle 6 5 1030 to 1110 spray canal (9) upstream (6,26,30) 32 downstream (22) 20 Dec 1978 closed cycle 6 5 1030 to 1110 spray canal (9) upstream (6.76. 30 ) 32 dowtstream (22) 8 Jan 1979 closed cycle 6 5 1030 to 1110 spray canal (9) upstream (6,26,30) 30 doomstream (22) 9 Jan 1979 closed cycle 6 5 1030 to 1110 spray canal (9) watre.in (6.26,30) 33 downstrein (22) 19 Jan 1979 closed cycle 3 4 1045 to 1115 spray canal (9) upstre a (6,26,30) 24 dawnatream (.* 2 )

26 Jan 1979 closed cycle 5 3 1047 ta 1116 spray ca si (9) upstream (6.26,30) 34 downst rum (22)

._ . . . _ . . . . . . - . -- - - - - - - - - - - ~ ~ - - - --

11

HAZLETON ENVIRONMENTAL SCIENCES Table 1.4. Total residual chlorine concentrations measured during condenser chlorination, August 1978.

Sampling Dat4 M tesluippt a tver upst re.us lapstream of Diftumer Diffu we Pipe Downstream of Ditfuner Discharge t. anal Ltation ffer.it inLCde Neir intake Q a.*.itlen e) Pipy J ..ication ll) (location 24) A e J oystion Qll I.ocat ion 7 Mour of Chlor 1n it ton (hour) (mg/1) (hourt teg/1) (hour) (mg/l) (hour) (eg/l) (heug (ed1]

2 August 1973 1025 (0.01 1026 (0.01 1028 <0.01 1029 (0.01 1010 (0.01 Combination Cycle 1033 (0.01 1030 to 1100 1037 (0.01 1040 (0.01 1043 <0,01 1046 (0.01 1049 <0.01 1050 (0.01 1049 (0.01 1052 (0.01 1053 (0.01 1053 <0.01 1055 (0.01 1058 (0.01 1104 0.02 1107 (0.01 ,

1110 (0.01 till (0.01 1112 (0.01 1112 <0.01 1114 (0.01 1115 <0.01 1120 (0.01 8 August 1978 1030 (0.01 1030 (0.01 Combinattan Cycle 1031 <0.01 1033 <0.01 1034 (0.01 1034 <0.01 1030 to 1113 1038 <0.01 1042 (0.01 1045 (0.01 1047 (0.01 1049 (0.01 1053 (0.01 1056 (0.01 1059 (0.01 1100 <0.01 1102 <0.01 1103 (0.01 1103 (0.01 1105 (0.01 1108 (0.01 1113 <0.01 1115 (0.01 1120 (0.01 1125 (0.01 1125 <0.01 15 August 1978 1126 <0.01 1127 (0.01 1129 (0.01 Open Cycle 1030 (0.01 1030 co,0g 1030 to 1110 1031 (0.01 1032 (0.01 1133 (0.01 I035 <0.01 1040 (0.01 1045 <0.01 1050 (0.01 1053 (0.01 1055 (0.01 1058 <0.0.

1100 (0.01 1100 (0.0<

1101 <0.01 1102 (0.01 1103 (0.01 1105 0,1 1108 0,0, 1119 (0.0 1115 <0..

1120 (0.01 1125 <0.01 1125 (0.01 1126 <0.01 1127 <0.01 1128 (0.01 31 August 1978 1030 (0.01 1030 (0.01 Combination cycle 1031 (0.01 1032 (0.01 1032 <0.01 1030 to 1110 1033 (0.01 1034 <0.01 1036 <0.01 1038 <0.01 1040 (0.01 1042 (0.01 1044 (0.01 1046 (0.01 1048 (0.01 1050 (0.01 1052 0.02 1054 0.02 1056 0. 0 .

1058 0. 0'.

1100 (0.01 1100 0.0 1101 (0.01 1102 (0.01 1102 0.04 1103 <0.01 1104 0.07 1106 0.04 1108 0. 0 f.

1110 0.0e 1112 (0.01 1114 (0.01 1116 (0.01 1118 <0.01 1120 <0.01 1125 (0.nl 1110 <0.01 1130 (0.01 1131 (0.01 1132 (0.01 1133 (0.01 6

L 12

HAZLETON ENVIRONMENTAL SCIENCES Table 1.5. Total residual chlorine concentration-i measured during condenser chlorination, September 1978.

,5.**p i l o n th r e Misstselppi Alver Upstream Upstream of Diffuser Diffuser Pipe Downstream of Diffuser Discharge Canal

_$tation o getting Cycle _Near Int ae (lecat ion 6) Pipe (leeation 21) iloestion 24) Pipe flecation 21) locit ton 7 Hour of Chle' inst ion (haur) (sr/l) (hour) (my/1) (haurf (my/l) (hour (er/l) (hour) ('g/l) 11 September 1978 1030 (0.01 Open cycle 1030 (0.01 1031 0.01 1032 ( O'01

. 1033 < 0.01 1033 <0.01 1030 to 1110 1036 <0.01 1039 <0.01 1042 <0.01 1045 <0.01 1048 <0.01 1051 <0.01 1054 <0.01 1057 (0.01

'Luo (0.01 1100 ( 0.01 1101 <0.01 1102 <0.01 1103 < 0.01 1103 <0.01 1106 0.03 1109 (0.01 1112 <0.01 1115 <0.01 1119 (0.01 1125 <0.01 1128 <0.01 1130 (0.01 II31 <0.01 1132 '0.01 1133 < 0.01 15 segtember 1978 1030 (0.01 1030 (0.01 Combination cycle 1031 (0.01 1032 (0.01 1033 < 0.01 1033 (0.01 1030 to 1110 1036 < 0.01 1039 (0.01 1042 <0.01 1045 (0.01 1048 < 0.01 1051 < 0.01 1054 <0.01 1057 <0.01 1100 <0.01 1100 <0.01 1101 <0.01 1102 <0.01 1103 < 0.01 1103 <0.01 1106 < 0.01 1109 <0.01 1112 < 0. 01 1115 (0.01 1120 < 0.01 1125 <0.01 1128 <0.01 1130 (0.01 1131 <0.01 1132 (0.01 < 0.01 18 September 1978 1030 (0.01 1030 (0.01 Open cycle 1031 (0.01 1032 (0.01 i";J ( 0.01 1033 <0.01 1030 to 1110 1036 40.01 1039 <0.01 1042 (0.01 1045 <0.01 1048 (0.01 1051 <0.01 1054 <0.01 1057 <0.01 1100 (0.01 1100 ( 0.01 1101 (0.01 1102 <0.01 1103 ( 0.01 1103 ( 0.01 1106 <0.01 1109 <0.01 1112 <0.01 1115 <0.01 1118 (0.01 1121 <0.01 1125 <0.01 1131 <0.01 1132 -' 1133 ( 0.01 27 September 1978 1030 (0.01 1030 ( 0.01 Combination cycle 1031 (0.01 1032 (0.01 1033 < 0.01 1033 (0.01 1030 to 1110 1036 ( 0.01 1039 <0.01 1042 <0.01 1045 <0.01 1048 <0.01 1051 < 0.01 1054 (0.01 1057 <0.01 1100 (0.01 1100 <0.01 1101 (0.01 1102 (0.01 1103 ( 0.01 1103 <0.01 13

HAZLETON ENVIRONMENTAL SCIENCES Table 1.5. Continued.

Sampitna Date Misstadtfrt River Upstream 1'p*treme of Dif fuser Diffuser Pipe Downstreme of Dif f user Discharse Canal Statlan op s tng cycle Ne.ar int incJ v.et ioni h e l ocation 21) (locationJ)

(hourE (og/l)

Ptpe (lecation 2t L tccattaa 7 Hour of Chlortnition (h.ior n (egl ) (hour) (eg/L) (hog) (og/1) (hour) (eg/1) 1106 <0.01 27 September 1978 1109 <0.01 (coatinued) 1112 .<0.01 1115 <0.01 1119 <0.01 1121 <0.01 1125 <0.01 1125 <0.01 1126 <0.01 1127 <0.01 1128 <0.01 1130 < 0.01 Bottle top lost 14

HAZLETON ENVIRONMENTAL SCIENCES Table 1.6. Total residual chlorine concentrations measured during condenser chlorination, October 1978.

Mimeltne Dite Mississippt Elvsr l'pstream l'pst re.se of Dif f user Dif fuser Pipe Downstream of Diffuser Disch.srge Canal C cLg Nest Int de (Locat tip1 ReligQlon 21) it.orat ion 23 Pipe (I.oc.it t on 21) Location 7 1t *J l Dalfer it t (og/1)

Hour of Chlorio it tore (hour) (og/l) (hour) (eg/l) (haur) (eg/1) (h g ), jeg/1) (teour )

13 October 1978 1030 <0.01 1030 (0.01 Combination cycle 1031 (0.01 1032 (0.01 1033 <0.01 1033 <0.01 1036 <0.01 1030 to 1110 (0.01 1039 1042 (0.01 1045 <0.01 1048 <0.01 1051 <0.01 1054 <0.01 1057 <0.01 1100 (0.01 1100 (0.01 1101 (0.01 1102 (0.01 1103 <0.01 1103 (0.01 1106 (0.01 1109 <0.01 1112 (0.01 1115 (0.01 1118 <3.01 1121 <0.01 1125 (0.01 1130 (0.01 1130 (J.01 1131 <0.01 1132 (0.01 1133 (0.01 1030 (0.01 1030 sv.Jn 17 October 1977 (0.01 Combination cycle 1031 <0.01 1032 <0.01 1033 (0.01 1033 1030 to 1110 1036 (0.01 1039 <0.01 1042 <0.01 1045 <0.01 1048 (0,01 1051 (0.01 1054 (0.01 1057 (0.01 1100 (0.01 1100 (0.01 1101 (0.01 1102 (0.01 1103 '0.01 1103 (0.01 1106 (0.01 1109 <0.01

1112 (0.01 1115 <0,01 1118 (0.01 1121 (0.01 1125 <0.01 1130 (0.01 1130 <0.01 1131 <0.01 1132 <0.01 1133 <0.01 15

HAZLETON ENVIRONMENTAL SCIENCES Table 1.6. Continued.

Sampling Date Mississippi River Upstreae Downstress of Upstream of Blowdmm Downstream of Blowdown Spray Canal Station OperatJng Cycle Near Intake (locit ton 6) Intake (location 30) Ptpe (Loc.ition 21 Pipe (Location 22) location 9 Hour of Chlorinstian (hour) (eg/1) (hour) (mg/l) (hour) (eg/1) (hour) (eg/1) (hour) (er/1) 26 October 1978 -* 1030 (0.01 1030 (0.01 Closed cycle 1031 (0.01 1031 (0.01 1035 <0.01 1030 to 1110 1040 <0.01 1045 (0.01 1050 (0.01 1052 (0.01 1055 (0.01 1058 <0.01 1100 (0.01 1100 (0.01 100 (0.01 1101 <0.01 1101 (0.01 1102 (0.01 1105 (0.01 1108 (0.01 1110 (0.01 1115 (0.01 1115 <0.01 1115 (0.01 1116 <0.01 1117 (0.01 1120 (0.01 1125 (0.01 27 October 1978 1030 (0.01 1030 (0.01 1030 (0.01 Closed cycle 1031 <0.01 1031 (0.01 1033 <0.01 1030 to 1110 1036 <0.01 1039 <0.01 1042 (0.01 1045 <0.01 1048 (0.01 1051 <0.01 1054 (0.01 1057 (0.01 1100 (O.01 1100 (O.01 1100 <0.01 1101 <0.01 1101 (0.01 1103 (0.01 1106 (0.01 1109 <0.01 1112 (0.01 1115 * (0. 01 1115 <0.01 1115 (0.01 1116 (0.01 1117 (0.01 1118 (0.01 1121 (0.01 1125 (0.01 1130 <0.01 8

8roken bottle 16

HAZLETON ENVIRONMENTAL SCIENCES Table 1.7. Total residual chlorine concentrations measured during condenser chlorination, November 1978.

Downstreas of Samnif er Date Miss t nstppi River t'rstream Intake 1;pstream of Slowdown Downstream of Slowdown Spray Canal Station Operatics Cvele hear Intake (Locat ion e ) location (M) Pipe (Location 26) Pipe (Locat ion 22) location 9 Hour of Chlortnation (hour) (eg/1) (nour) (ug/1) (haur ) (eg /W (hour) (og/1) (nour) (e'g /1 )

2 November 1978 1030 <0.01 1030 (0.01 Closed cycle 1031 <0.01 1032 (0.01 1033 <0.01 1033 (0.01 1030 to 1110 1036 (0.01 1039 (0.01 1042 <0.01 1045 <0.01 1048 (0.01 1051 (0.01 1054 <0.01 1057 (0.01 1100 (0.01 1100 (0.01 1101 (0.01 1102 (0.01 1103 (0.01 1103 (0.01 1106 (0.01 1109 (0.01 1112 (0.01 1115 <0.01 1118 (0.01 1121 (0.01 1124 (0.01 1127 (0.01 1130 (0.01 1130 (0.01 1131 <0.01 1132 <0.01 1133 <0.01 9 November 1978 1020 'O.01 1020 (0.il 1020 (0.01 1020 (0.01 1020 <0.01 Closed cycle 1023 <0.01 1020 to 1120 1026 <0.01 1029 (0.01 1032 (0.0; 1035 <0.01 1038 <0.01 1041 (0.01 1044 (0.01 1047 (0.01 1050 (0.01 1050 (0.01 1050 <0.01 1050 (0.01 1050 (0.01 1053 (0.01 1056 <0.01 1059 <0.01 1102 (0.01 1105 <0.01 1105 (0.01 1105 <0.01 1105 <0.01 1105 (0.01 1108 (0.01 1111 (0.01 1114 (0.01 1117 <0.01 1120 (0.01 17

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-.. 33 4 s

HAZLETON ENVIRONMENTAL SCIENCES Table 1.8. Total residual chlorine concentrations measured during condenser chlorination, December 1978.

Sampt_in1D ate Mtssissippi atver Opetream Downstre.im of Lestre.am or stowdown Downstream or si wdown m artans station op ratte d vele Near intake (tocation 6) Intane (tociclon 30) Ptfe (t ecation 26) Pine (Locetton 22) Location 9 Hoear of Chlortnit1*n (hour) (mg/1) (heur) (q /1) (hour) (eg/1) (hour) (eg/1) (hour) (eM 13 December 1978 1030 (0 01 1030 (0.01 Closed Cycle 1031 <0.01 1032 (0.01 1033 <0.01 1033 <0.01 1036 <0.01 1030 to 1110 1039 (0.01 1042 <0.01 1045 <0.01 1048 <0.01 1051 <0.01 1054 <0.01 1057 <0.01 1100 <0.01 1100 <0.01 1101 (0.01 1102 (0.01 1103 (0.01 1103 (0.01 1106 (0.01 1109 <0.01 1112 <0.01 1115 (0.01 1118 (0.01 1121 (0.01 1124 <0.01 1127 <0.01 1130 <0.01 1130 <0.01 1131 (0.01 1132 (0.01 1133 c0.01 18 December 1978 1028 <0.01 1030 <0.01 Closed Cycle 1033 <0.01 1033 <0.01 1030 to 1110 1036 <0.01 1038 <0.01 1039 <0.C1 1042 <0.01 104) <0.01 1045 <0.01 1048 <0.01 1048 <0.01 1051 <0.01 1053 <0.01 1054 <0.01 1057 (0.01 1058 <0.01 1100 <0.01 1103 <0.01 1103 (0.01 1106 <0.01 1109 (0.01 1110 <0.01 1112 <0.01 1115 <0.01 1115 <0.01 1118 (0.01 1120 <0.01 1121 (0.01 1123 (0.01 1130 <0.01 1130 <0.01 19

HAZLETON ENVIRONMENTAL SCIENCES Table 1.8. Continued.

Sampling Day Mississippi River Upstream Downstream of Upstream of Slowdown Downstream of Blowdown Syr,a1 Canal

$tation Oper g nLC g e Near forake (L.w.ition e) Intake (tocatton 10) Pipe (Location 26) Plye (Location 22) Location 9 Hour of Chlorinition (hour) (ag/1) (hour) (me/l) (hour) (m3/1) (hour) (ex/1) (hour) (eg/1) 19 December 1978 1028 (0.01 1030 (0.01 Closed cycle .

1033 (0.01 1033 (0.01 1030 to 1110 1038 <0.01 1036 <0.01 1039 (0.01 1042 (0.01 1043 (0.01 1045 <0.01 1048 (0.01 1048 <0.01 1053 <0.01 1051 (0.01 1054 <0.01 1057 <0.01 1058 (0.07 1100 <0.01 1103 (0.01 1103 (0.01 1106 (0.01 1109 <0.01 1110 (0.01 1112 <0.01 1115 <0.01 1115 (0.01 1118 (0.01 1120 (0.01 1121 <0.01 1:25 (0.01 1130 <0.01 1130 (0.01 20 December 1978 1028 <0.01 1030 (0.01 1029 <0.01 1030 (0.01 Closed Cycle 1031 (0.01 1033 <0.01 1030 to 1110 1036 <0.01 1039 <0.01 1042 <0.01 1045 (0.01 1048 (0.01 1051 (0.01

. 1054 <0.01 1059 <0.01 1057 (0.01 1058 <0.01 1100 <0.01 1100 (0.01 1101 <0.01 1103 (0.01 1106 <0.01 1109 <u.01 1114 <0.01 1112 <0.01 1113 (0.01 1115 (0.01 1115 <0.01 1116 (0.01 1118 <0.01 11:1 <0.01 1125 <0.01 1130 (0.01 20

HAZLETCN ENVI AONMENTAL SCIENCES Table 1.9. Total residual chlorine concentrations measured during condenser chlorination, January 1979.

Sampling Date Miselssippi River Upstream Downstrees of Upstream of Blowdoom Downstream of Blomniown Spray Canal Station opminLycJe C Near intabe jlecation 6) Int akell4pt ion 30}, - Pipe (Location 26) Fige (Location 22) location 9 Hour of Chlor tnat ion (hour) (eg/1) (hour) (egf,1) (hour) (mR/1) , (hour) (eg/1) (hour) (3r/1) 8 January 1979 1030 (0.01 1030 (0.01 Closed Cycle 1031 .a 1032 8 1033 .a lo33 <o,o1 1030 to 1110 1036 (0.01 1039 O el 1042 (0.cl 1045 <0.01 1048 (0.01 1051 <0.01 2054 (0.01 1057 (0.01 1100 (0.01 1100 (0.01 1101 (0.01 1102 (0.01 1103 (0.01 1103 (0.01 1106 <0.01 1109 (0.01 1172 (0.01 1115 (0.01 1118 (0.01 1121 (0.01 1124 (0.01 1127 <0.01 1130 (0.01 1130 (0.01 1131 (0.01 1132 (0.01 1133 (0.01 January 1979 1030 (0.01 1030 (0.01 Closed Cycle 1031 (0.01 1C32 (0.01 1033 (0.01 1033 (0.01 1030 to 1110 1036 (0.01 1039 (0.01 1042 (0.01 1045 (0.01 1048 (0.01 1051 (0.01 1054 (0.01 1057 <0.01 1100 (0.01 1100 (0.01 1101 (0.01 1102 (0.01 1103 (0.01 1103 <0.01 1106 (0.01 1109 (0.01 1112 (0.01 1115 <0.01 1118 <0.01 1121 (0.01 1124 (0.01 1127 (0.01 1130 (0.C1 1130 (0.01 1131 (0.01 1132 (0.01 1333 (0.01 19 January 1979 1044 (0.01 1045 (0.01 1045 <0.01 Closed Cycle 1046 (0.01 1047 <u.01 1050 (0.01 1045 to 1115 1055 (0.01 1058 (0.01 1059 <0.01 1100 <>.01 1100 (0.01 1101 <0.01 1105 (0.01 1108 <0.01 1110 (0.01 1112 (0.01 1113 (0.01 1114 (0.01 1115 (0.01 1115 (0.01 1116 (0.01 1120 (0.01 1125 (0.01 1130 (0.01 26 January 19i> 1027 <0.01 Closed Cycle 1030 (0.01 1030 <0.01 1031 (0.01 1032 (0.01 1033 (0.01 1033 (0.01 1076 (0.01 1039 (0.01 1042 (0.01 1045 (0.01 1048 (0.01 1051 (0.01 1054 (0.01 1057 (0.01 1058 (0.01 1059 (0.01 1100 (0.01 1100 (0.01 1101 , il 1103 <0.01 1106 (0.01 1109 (0.01 1112 (0.01 1112 <0.01 1113 (0.C1 1114 (0.01 1115 (0.01 1115 <0.01 life (0.01 1121 (0.01 1124 (0.01 1127 < r) . n l

!!)0 (0.01 "S.imples lost due to freening. 21

Hf4ZLETON ENVIRONMENTAL SCIENCES Chapter 2 TEMPERATURE MONITORING Gayle L. Shipley OPERATIONAL ENVIRONMENTAL MONITORING IN THE MISSISSIPPI RIVER NEAR QUAD-CITIES STATION August 1978 through Ja:aary 1979 23

HAZLETON ENVI AONMENTAL SCIENCES TABLE OF CONTENTS Page List of Tables .................................................. 27 I. Introduct1On .................................................... 29 II. Field a nd Ana ly t ica l Proc edure s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29 III. Results and Discussion A. Nat ural Va riat ions in Rive r ka te r Tempe rature . . . . . . . . . . . . . . 30 B. Sta tion Related Va riations in V.te r Te mpera ture . . . . . . . . . . . . 32 IV. Summary and Conclusions ......................................... 32 V. Re f e r e n c e s C i t e d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32 25

HAZLETON ENVIRONMENTAL SCIENCES LIST OF TABLES No. Title Page 2.1 Monthly mean, minimum, and maximum temperatures, Quad-Cities Station, August 1978 through January 1979 ............... 31 2.2 Monthly maximum and mean tenperatues differences (AT),

and average megawatt power output, Quad-Citieti Scacion, August 1978 through January 1979 ........................ 33 27

HAZLETON iENVI AONMENTAL SCIENCES Chapter 2 TEMPERATURE MONITORING by Cayle L. Shipley I. Introduction This report presents the results of continuous monitoring of water tempera-ture in the Mississippi Rive r near the Quad-Cities Station from August 1978 through January 1979.

The objectives of this study were:

1. to provide an hourly record of the temperature regirae of the Mississippi River in the vicinity of the Quad-Cities Station including the observa-tion of any downstream thermal changes resulting f rom *ation operation; and

2. to identify diurnal, seasonal, and other normal or periodic variations in river water temperature.

II. Field and Analytical Procedures Eight sensors were used to record temperatures hourly near the Quad-Cities Sta t io n. One sensor was located upstream near the Illinois shore. Four sensors were placed along a transect 6 00 ft downstream from the diffuser pipes. One sensor was placed at the entrance to the intake bay in the center of the opening.

One sensor was in the discharge bay near the port to the diffuser pipes. One sensor was in the cooling canal at the cold end. The sensors we re two to three feet above the river bottom. Temperatures were also measured tronually upstream in the mid-channel of the Mississippi kive r and in the Wa ps ipin icon Rive r on a weekly basis.

Water temperatures at the continuous monitoring locations we re measured in situ with ultralinear silicon sensitors having a range of 32 to 100F (0 to 38C) and an accuracy of + 1.0% of full scale. The sensors we re wired to the station control room. The output of the analyzers was continuout i recorded on a Honey-well class 15 multipoint recorder.

To check the operation of the continuous sensors, manual temperature read-ings were taken at weekly intervals with a calibrated Whitney thermometer. The observed temperatures were compared to those on the Honeywell recorder to insure correct system functioning.

Prior to temperature sensor installation, the 32F and 100F points on the analyzer scale were set using individual resistance (ohm) inputs for the cable 29

HAZLETON ENVIRONMENTAL SCIENCES and sensor. On occasions when discharge temperatures exceeded 100F, adjustments were performed on the analyzer to permit recording. Temperatures measured manu-ally at the upstream, mid-channel location in the Mississippi River and in the Wapsipinicon River were measured with a calibrated Whitney thermometer.

Minimum, maximum, and mean values for temperature were calculated on a daily basis throughout the study period. To facilitate interpretation of data down-stream from the diffusers, downstream tempe ra tures at sensor locations A, B, C, and D were averaged.

Daily and monthly maximum and mean temperature differences (AT) were com-puted from hourly ATs. These hourly differences were obtained by subtracting temperatures at the station's intake from those at the discharge, and upstream temperatures from those downstream of the station. In determining the maximum daily AT values, the largest hourly difference between the highest reading of the four downstream sensors and the temperature recorded by the upstream sensor at the same hour was used.

III. Results and Discussion A. Natural Variations in River Water Temperature Upstream temperatures in the Mississippi River near the Quad-Cities Station during August 1978 through January 1979 followed typical seasonal trends and ranged f rom 32.0 to 81.9F (Table 2.1; see also Appendix A).

Tempe ra t ure s in the Mississippi River upstream and downstream f rom t he s ta t ion we re a f fe ct ed by f ac to rs unrelated to station o pe ra t ion. These factors included both climatic and hydrological conditions. Examples of the latter we re the influence of the Wapsipinicon River, which caused significant temperature variation in the Mississippi River near its conf lue nc e , and surface runoff into shallow waters.

Temperatures at the upstream se nso r , located in relatively shallow water, reflected the influence of natural factors to a greater extent then either upstream or dawnstream main channal t em pe ra t ure s . Tempe rat ures at the two u p-stream locations usually were s imila r ; however, the e f f ect s of solar absorption, changes in atmospheric t empe ra t u re , and surface runoff were mo re pronounced in shallow water and occasionally led to temperature differences between these locations ( Appendices C and G). In addition, warming of shallow water by solar radiation or surface runoff periodically resulted in negative AT values between the upstream and downstream locations (Appendix B).

Findings simila r to those discussed above were observed in Langford's study (1972) which indicated that significant va ria t ions in water temperature may occur due to changing hydrological and me t e oro log ica l conditions unrelated to station operation.

30

HAZLETON ENVIRONMENTAL SCIENCES Table 2.1. Monthly mean, minimum and maximum temperatures, Quad-Cities Station, August 1978 through January 1979.

Temperature ( F)

Cooling Min.-Max.a Upstream Intake Canal Discharge Downstream Month August 1978 mean 76.4 75.5 91.7 107.9 77.2 min.-max. 73.3-80.2 71.0-81.6 78.0-99.5 101.0-112.0 73.0-81.6 September 1978 mean 72.0 71.4 88.8 103.1 72.0 min.-max. 62.2-79.8 59.8-81.0 72.6-96.0 91.2-111.8 53.3-81.9 53.8 58.1 88.5 100.5 54.4 October 1978 mean min.-max. 48.3-62.2 48.7-68.7 75.3-99.8 86.0-111.2 47.2-65.G November 1978 mean 41.2 46.5 79.2 107.8 41.1 min.-max. <2.2-51.9 32.0-62.3 53.4-92.3 64.2-119.8 32.0-53.8 December 1978 mean 32.3 48.4 85.9 103.6 32.4 min.-max. 32.0-33.8 32.0-68.3 68.9-99.3 80.8-119.9 32.0-37.5 January 1979 mean 32.0 39.4 70.3 87.5 32.3 min.-max. 32.0-33.5 32.0-70.0 39.0-89.5 40.2-120.0 32.0-35.0

" Minimum and maximum hourly temperatures recorded during each month.

31

HAZLETON ENVI AONMENTAL SCIENCES B. Station Related Variations in Water Temperature The maximum monthly temperature differences in the river upstream and downstream from the station ra nged from 4.0 to 4.9 F between August 1978 and January 1979; monthly mean AT values ranged from <0.1 to 0. 6 F. A s umma ry of temperature differences between the discharge and intake as well as between sen-sors downstream and upstream from the station is presented in Table 2.2 along with power output. Daily maximum and mean AT values are shown in Appendix B.

Temperature differences between downstream and upstream sensors for the August to January period complied with the standard f or thermal discharge in the Mississippi River promulgated by the Illinois Pollution Control Board (1972).

On some occasions the downstream sensors exhibited temperature changes greater than 2F per hour.

During August 1977 through January 1978, heated water f rom the spray canal was occasionally observed entering the intake bay area. This flow of warm water from the spray canal occurred during periods of closed cycle cooling and frequently elevated water temperatures near the intake tempe ra tu re sensor loca-tion (Appendix G).

IV. Summary and Conclusions _

1. Monthly mean differences in the Mir.sissippi River water temperatures downstream and upstream from the Quad-Cities Station during the August 1978 through Janury 1979 study period ranged f rom <0.1 to 0.6 F.

2. Temperatures in the river were in compliance with Illinois' thermal standards during the August 1978 through January 1979 period of study.

3. Occasionally temperature rises greater than 2F per hour were observed.

4. Natural hydrological and meterological factors resulted in significant temperature differences among sensors that were unrelated to station operation.

5. During the August 1978 through January 1979 study period, temperatures measured at the intake sensor were f requently elevated by the heated water from the spray canal while closed cycle cooling was utilized.

V. References Cited Illinois Pollution Control Board. 1972. Illinois pollution control board rules and regulations Chapter 3: water pollution. Pa r t 11: Water Quality Standards. Rule 203 General Standards, 7 March 1972. Including amendments adopted on or before 6 March 1975. 36 pp.

Lang f ord, T. E. 1972. A compa ra t ive assessment of thermal effects in some British and North American rivers. Pages 319-351 in R. T. Oglesby, C. A.

Carlson, and J. A. McCann, eds. River ecology aE man. Academic Press, New York.

32

Table 2.2. Monthly maximum and mean temperature differences, and mean megawatt output, Quad-Cities Station, August 1978 - January 1979.

Temperature Difference ( F)

Discharge Downstream Average Megawatt Output Minus Minus (percent of capacity)

Upstream Unit Unit Total Month and Intake Station Mean Max. Mean 1 2 Year Max.

32.4 0.6 88 95 92 August 1978 36.5 4.5 I

46.3 31.8 4.4 0.6 79 87 83 h September 1978 m 4

O 0.1 71 83 77 Z October 1978 55.5 42.2 4.0 m

2 65 83 74 5 November 1978 83.5 61.5 4.9 0.6 0

$ Z December 1978 79.2 58.6 4.5 <0.1 64 90 77 Z

H January 1979 81.5 48.2 3.0 0.3 27 89 58 I (D

9 m

Z n

m (D

s

HAZLETON ENVI AONMENTAL SCIENCES U.S. Nuclear Regulatory Commission. 1974. Quad-Cities units 1 and 2 proposed change to operating licenses DPR-29 and DPR-30. AEC Dockets. 50-254 and 50-264. 6 March 1974.

34

HAZLETON ENVI AONMEnJTAL SCIENCES Chapter 3 CHEMICAL USAGE Gayle L. Shipley OPERATIONAL ENVIRONMENTAL MONITORING IN THE MISSISSIPPI RIVER NEAR QUAD-CITIES STATION August 1978 through January 1979 35

HAZLETON ENVIRONMENTAL SCIENCES TABLE OF CONTENTS Page List of Tables ............................................... 39

1. Introduction ................................................. 41 II. Field and Analytical Procedures .............................. 'l i

III. Results and Discussion ....................................... 41 IV. References Cited ............................................. 41 37

HAZLETON ENVI AONMENTAL SCIENCES LIST OF TABLES No. Title Page 3.1 Chlorine dose, free chlorine residual, free chlorine con-sumption and sodium hypochlorite injection flow rate into condensers at the Quad-Cities Station, August 1978 through January 1979 ............................... 42 3.2 Chemical usage and consumption at the Quad-Cities Station, August 1978 through January 1979 ........................ 42 39

HAZLETON ENVIRONMENTAL SCIENCES Chapter 3 CilEMICAL USAGE by Gayle L. Shipley I. Introduction The parpose of this chapter is to document chemical usage at the Quad-Cities Station including chlorine consumption (chlorine demand). A monthly log of chemicals used in connection with demineralizers, circulating and service water, and boiler water is tabulatel in compliance with U.S. Nuclear Regulatory Commis-sion (1974) requirements. The data for this chapter were obtained by llazleton ES personnel from Station personnel for inclusion in this report.

II. Field and Analytical Procedures Water samples for chlorine analysis were collected at the Station's inlet water box approximately three times per week. Free chlorine consumption was determined in accordance with surveillance requirements approved by the U.S.

Nuclear Regulatory Commission (1974). 'Ihe s e samples were collected through a bypass valve located at the inlet water box and were representative of intake cooling water used by the Station.

All samples were collected by Quad-Cities Station personnel and analyzed using a Wallace and Tiernan or Fischer and Porter Amperometric Titrator by Method 409C ( A.P.II. A. et al.1976), which has an analytical detection limit of 0.01 mg/1.

III. Results and Discussion The results of chlorine analyses have been compiled in Table 3.1. A summary of monthly chemical use and consumption at the station has been tabulated in Table 3.2 to comply with U.S. Nuclear Regulatory Commission specifications (1974).

IV. References Cited, A.P.II.A., A.W.W.A., and W. P. C. F. 1976. Standard methods for the examination of water and wastewater. 14th ed. Amer. Public liealth Assn., Washington, D.C.

1193 pp.

U.S. Nuclear Regulatory Commission. 1974. Appendix B to operating license DPR-29 and DPR-30: non-radiological technical specifications and bases for Quad-Cities Station Unit ' and 2 Rock Island, Illinois. Commonwealth Edison Company and Iowa-Illinos Gas and Slectric Company. Docket numbers 50-254 and 50-265. Washington, D.C. 15 pp.

41

HAZLETON ENVIRONMENTAL SCIENCES Table 3.1. Chlorine dose, free chlorine residual, free chlorine consumption and sodium hypochlorite injection flow rate into condensers at the Quad-Cities Station, August 1978 through January 1979, as provided by Quad-Cities St.ation personnel.

Sodium Ilypochlorite Free Chlorine Free Chlorine Injection Flow Rate Chlorine Dose Residual Consumption Into Condensers Date (mg/1-Na0C1) (mg/1) (mg/1)" (gallons / minute) 7 August 1978 2.13 1.00 1.13 3. 3 f 2.13 1.00 1.13 1.24 1 2.13 1.00 1.13 3.3

'4 2.13 1.00 1.13 3.53 16 2.13 0.56 1.57 9.44 18 2.13 0.60 1.53 9.18 21 2.50 0.52 1.98 5.94 23 2.50 1.00 1.50 4.50 28 2.20 1.04 1.16 4.92 30 2.20 0.72 1.48 4.44 31 2.20 1.22 0.98 2.94 7 September 1978 2.20 1.64 0.56 1.68 8 1.98 0.40 1.58 4.74 11 1.63 0.30 1.33 3.99 12 2.56 0.50 2.06 6.18 15 2.56 1.25 1.31 0.98 21 2.73 2.16 0.57 1.71 25 2.73 2.01 0.72 2.16 29 2.73 1.40 1.33 3.99 2 October 1978 2.73 1.25 1.48 4.44 3 2.73 1.59 1.14 3.42 6 2.73 1.71 1.02 3.06 10 2.84 0.20 2.04 7.92 11 2.84 0.90 1.94 5.82 13 2.84 0.60 2.24 6.72 17 1.63 0.28 1.35 4.05 20 1.63 0.55 1.08 3.23 24 2.05 0.41 1.64 3.20 25 2.05 0.30 1.75 3.20 27 2.05 0.30 1.75 3.20 30 2.34 0.39 1.95 5.85 1 November 1978 2.34 0.76 1.58 4.73 3 2. 34 0.39 1.95 5.85 6 2.06 1.05 1.01 3.03 8 1.99 0.86 1.13 3.39 13 2.48 0.72 1.76 5.28 14 2.48 0.53 1.95 5.85 15 2.48 -1.05 3.53 10.59 42

HAZLETON ENVIRONMENTAL SCIENCES Table 3.1. (continued Sodium Hypochlorite Free Chlorine Free Chlorine Injection Flow Rate Chlorine Dose Residual Consumption Into Condensers Date (mg/1-Na0C1) (mg/1) (mg/1)# (gallons / minute)b 17 November 1978 2.48 -0.04 2.52 7.56 20 2.48 2.00 0.48 1.85 22 2.48 1.89 0.59 2.31 27 2.12 0.70 1.43 4.29 28 2.12 -0.26 2.38 7.14 29 2.05 0.32 1.73 10.41 1 December 1978 2.05 1.40 0.55 1.65 4 2.00 1.20 0.80 0.16 5 2.20 0.00 2.20 0.20 6 2.20 0.00 2.20 0.20 8 2.20 0.52 1.68 0.20' 11 2.20 0.94 1.26 3.78 15 2.20 0.88 1.32 3.96 18 2.13 1.95 0.18 3.50 20 2.13 -0.02 2.15 3.50 27 2.08 1.75 0.33 0.98 29 2.08 1.40 0.68 2.63 2 January 1979 2.08 1.20 0.88 2.64 5 2.28 0.80 1.40 4.20 8 2.84 2,06 0.78 2. 35 9 2.84 2.38 0.46 1.37 10 2.91 1.37 1.54 4.62 15 2.84 0.93 1.91 5.73 17 2.84 0.11 2.73 8.19 19 2.84 0.17 2.67 8.01 22 2.84 1.35 1.49 4.50 24 2.84 1.29 1.55 4.70 26 2.84 1.35 1.49 8.95 31 2.84 2. ' O.84 2.52 Free chlorine consumption = chlorine dose - free chlorine residual.

Sodium hypochlorite flow rate injection into condensers - A x B 1.92 A= total chlorine dose (free chlorine consumption 4 excess).

B = maximum number of operating circulating water pumps for either unit.

43

Table 3.2. Chemical usage and consumption at the Quad-Cities Station, August 1978 through January 1979, as provided by Quad-Cities Station personnel.

Date Total Aug. Sep. Oct. Nov. Dec. for January Usages and Chemicals 1978 1978 1978 1978 1978 1978 1979 Demineralizers Sulfuric acid (H SO 2 4) 8,685 11,580 11,580 (pounds) 9,621 10,771 187,620 11,736 I D

N Sodium hydroxide (NaOH) 3,000 4,500 3,300 4,362 6,127 r

72,405 4,627 m (pounds)

O Circulating and Service Water #

Sodium hypochlorite (Na0C1) m 222,149 157,353 121,029 278,487 112,787 2,024,822 126,902 Z (pounds) <

D 3 Domestic Water and Sewage

Sodium hypochlorite (Na0C1) 10 20 20 20 20 305 20 (pounds) g m

Z Closed Cooling Water Sodium nitrite (NANO2 ) 45 35 22 50 54 529 27 I (pounds) W O._

Boiler Water Sodium sulfite (Na2S0~3) 163 97 -b -b 2

-b 986 -b n (pounds)

Sodium hydroxide (Na0F) 2 0 -b -b -b 115 -b (pounds)

Trisodium phosphate (Na PO ) 112 97 -b -b -b 823 (pounds) 3 4 -b

Table 3.2. (continued)

Date Total Aug. Sep. Oct. Nov. Dec. fo r January Usages and Chemicals 1978 1978 1978 1978 1978 1978 1979 Morpholine (quarts) 3 10 -b -b -b 32 -b a

I Circulating and service water sodium hypochlorite usage is based on the integrator reading and is an >

N b estimate provided by Quad-Cities Station personnel.

As of 1 October 1978 boiler water no longer goes to the river but to the waste water treatment plant. {

H 0

Z m

Z 5

o O

$ 2 I

m Z

H b

r UI O

m Z

n m

Ul

_s

HAZLETON ENVIRONMENTAL SCIENCES Chapter 4 IMPINGEMENT INVESTIGATION M. Stephen Pallo and Dave Blei OPERATIONAL ENVIRON!! ENTAL MONITORING IN THE MISSISSIPPI RIVER NEAR QUAD-CITIES STATION Auguct 1978 through January 1979 47

HAZLETON ENVIRONMENTAL SCl3NCES TABLE OF CONTENTS Page List of Figures............................................... 51 List of Tab 1es........................................... .... 53 I. Introduction.................................................. 54 II. Field and Analytical Procedures............................... 54 III. Results and Discussion........................................ 54 IV. Summary and Conclusions....................................... 56 V. References Cited.............................................. 58 49

HAZLETON ENVIRONMENTAL SCIENCES LIST OF FIGURES

h. Caption Page 4.1 Schematic representation of the Quad-Cities Station intake bay ....................................................... 55 51

HAZLETON ENVIRONMENTAL SCIENCES LIST OF TABLES 3 Title _ Page 4.1 Number, total weight, average weight per fish, relative abundance and total length range of fishes removed from traveling intake screens and collected from trash baskets at Quad-Cities Station, August 1978 t h ro ug h Ja nu a ry 19 7 9 - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57 4.2 External parasites and disorders of impinged fishes enumerated during impingement s tudies a t Quad-Cities Station, August 1978 through January 1979 .......... 58 53

HAZLETON ENVlAONMENTAL SCIENCES Chapter 4 IMPINGE!!ENT INVESTICATIO!!

By M. Stephen Pallo I. Introduction Impingement investigations have been conducted by Hazleton Environmental Sciences since 1973 (Johnson 1973, Latvaitis et al. 1974, 1977, Latvaitis 1974, 1975a, 1975b, 1976a, 1976b, 1976c, Pallo and Latvaitis 1977, Pallo 1977, 1978a, 1978b). The present report discusses the results of studies conducted during the period August 1978 through January 1979 to evaluate the nature and magnitude of fish impingement at the Quad-Cities Station.

Quad-Cities Station employs th ree protective structures to prevent sub-merged and floating debris and fishes from entering the plant intake pumps and condenser tubes. The first of these structures is a floating boom at the mouth of the intake canal designed to prevent the entrance of logs or the large float-ing materials into the canal. The second protective s t ruc t ure is a serias of vertical bar grills with three-inch spacings which are located in f ront of the crib house entrance. Directly behind the bar grills are the standard traveling screens with 3/8 inch square openings which are employed to further reduce the entrainment of fishes and debris. Materials that are trappe/ on the vertical bar grills are removed by a mechanical lift and dumped into a trash basket. Small materials impf nged by the intake current onto the traveling screens are re ta ined on these screens until washed into trash baskets at pre-set time intervals or when screens are activated by reduction in intake water volume due to the col-lection of debris. A schematic representation of the intake structure is pre-sented in Figure 4.1.

II. Field and Analytical Procedures Twice per week trash ba s ke t's were allowed to accumulate fishes and debris for approximately 24 hours2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months . Small mesh (3/8" x 3/8") trash baskets were used exclusively during the period covered by this report. Fishes contained in each 24 hour2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months collection were identified, counted, and length range, average weight, total weight and incidence of parasitism were recorded by spec ies . Scientific and common names of all fishes reported follow Bailey (1970).

III. Results and Discussion Results of counts, relative abundance and weight de te rmina tions of impinged fishes collected during August 1978 through January 1979 are presented in Table 4.1. A total of 47,565 fishes were collected during 49 sampling days. Total numbers , weights and fish species impinged and collected varied considerably among the sampling dates. The two mo s t abundant fishes impinged were gizzard shad and f reshwater drum, comprieing 84.0% and 8.1%, respectively, (92.1% in total) of the 55

HAZLETON ENVIRONMENTAL SCIENCES MISSISS/PPI **

RIVER ,::

. .. .' ?o m'm_"'.._'__'.-----

):,,, soo uno soo

.: (,:l

,.- ,,,s -

Environmentoi [ l t_: :- ' . .l '

Laboro!0ry

. COOLING N 7..'

CANAL '

'.RETURN .

.y

'. Q-Q

, ."i &

Turbine

. Building FLOATING s TRAVELING SCREENS DOOM ,, '

Crib

- House 8AR "

ICE GRILL :

MELT i I:..

LINE :

- BULKHEAD ~

~

.. t:: 50REENWASH E

- i SLUILE

m. . .. . . :, . .

~ ;. ,p ,

l .f TRASH ^*

FOREUAY r

DASKET l

.I DISCHARGE J- '!:

.~.

CANAL , ,,

a - m y, 6

[1; . .

s

_t= -

b.- -

.1 Figure 4.1. Schematic representation of the Quad-CILles Station int,ike bay.

56

HAZLETON ENVIRONMENTAL SCIENCES numerical catch. The remaining numerical catch was dist ributed among 44 species.

The total weight of impinged fishes was 1,938 Kg (4273.6 lbs). The bulk of the catch by we ight consisted of giz za rd shad (85.3%) and freshwater drum (4 3%) .

Individual gizzard shad and f reshwater drum, which comprised 92.1% of the total numerical catch, weighed on the ave rage less than 50 grams. Fo r other species, the ave rage we ig h t of indicat. g that young-of-the year and juveniles account for the majority of impinged fit...es.

Fishes exhibiting parasites or abnormalities were few during the study period. The most common disorder observed was spinal flexure (Table 4.2).

No federal or state (Illinois, Iowa) (Miller 1972, Smith 1979, Roosa 1977) endangered fish species were observed in impingement collections.

IV. Summary and Conclusions The most abundant fishes impinged during August 1978 through January 1979 were juvenile and young-of-the year gizzard shad and f reshwater drum. The major-ity of additional species impinged also consisted of young-of-the-year and juve-niles.

V. References Cited Bailey, R.M. 1970. A list of common and scientific names of fishes f rom the United States and Ca na da . 3rd ed. Am. Fish. Soc. Spec. Publ. 6, 150 pp.

Johnson, D. L. 1973. Fish population and life history study. Pages 228-292 p H.O. Eiler and J.J. Delfino, eds. River near Quad-Cities Station (February 1973 through July 1973). Report prepared for Commonwealth Edison Company, Chicago, Illinois, by Industrial Bio-Test Labo ra to cles , Inc.,

Northbrook, Illinois.

Latvaitis, P. B. 1974. Fi sh nopulation and life history studies. Pages 265-316 in R. P. M rkel., Ed., Operational environmental monitoring in the MissTs'sippi River near Quad-Cities Station (February 1974 through July 1974).

Re po r t prepared for Commonwealth Edison Company , Chicago, Illinois by Industrial Bic-Test Laboratories, Inc., Northbrook, Illinois.

. 1975a. Fish population and life history studies. Page s 219-283 in R.M. Gerhold, ed. , Operational environmental monitoring in the Mississippi

'liiver near Quad-Cities Station (August 1974 through January 1975). Re po r t prepared for Commonwealth Edison Company, Chicago, Illinois, by Indcstrial Bio-Test Laboratories, Inc., Northbrook, Illinois.

. 1975b. Impingement investigation. Pages 113-129 3 R.M. Gerhold, ed., Operational environmental monitoring in the Mississippi River near Quad-Cities Station (Fe brua ry 1975 through July 1975). Report prepared for Commonwealth Edison Company, Chicago, Illinois, by Industrial Bio-Test Laboratories, Inc., Northbrook, Illinois.

57

Table 4.1. Number, total weight, average weight per fish, relative abundance and total length range of fishes removed f rom traveling intake screena and collected from trash baskets at Quad-Cities Station, August 1978 through January 1979.

Total A e sge Percentage Total Ve!;ht Weif.! Tat:1 cf Langth Species August September October Rovember Dec ember, January, (grams) (grams) 3haber Total catch Range (mm)

Silver lamprey 0 0 0 1 3 4 398 49.8 8 - -* 250-340 Faddle!!sh 0 0 1 0 1 0 310 155.b 2 -- 410-435 Luegnese gar 9 2 36 10 3 0 4,304 71.7 60 0.1 165-590 Shortnose gar 5 1 13 4 3 0 3.205 123.3 26 0.1 255-580 Bowfin 2 2 1 1 0 0 2,250 375.0 6 - 235-495 cirrard shad 105 125 10,102 16,200 11,823 1,578 1.652,814 41.4 39.933 84.0 45-410

.%oneye 27 16 10 15 16 0 9,378 111.6 84 0.2 65-343 Grass pickerel 5 0 0 0 0 0 120 24.0 5 - 140-205 Northern pike 1 2 1 1 0 0 430 86.0 5 - 150-330 1 Ca rp 2 4 4 17 4 1 22,350 698.4 32 0.1 55-500 )

Silver chub 1 76 2 1 0 0 267 3.3 80 0.2 40-145 N Colden shiner 2 1 0 0 1 0 38 9.5 4 - 60-130 [*

Emerald shiner 35 20 0 37 5 3 292 2.9 100 0.2 40-121 m River shiner 0 4 3 0 1 1 28 3.1 9 - 55-83 =4 Spotta11 shiner 6 1 0 0 0 0 22 3.1 7 - 55-1 M Q Bullhead ainnow 0 1 0 0 0 0 1 1.0 1 - 55 Z

Carpfodes sp. 2 1 0 1 0 0 68 17.u 4 - 55-120 River carpsacker 2 0 6 0 0 1 2.576 286.2 9 --

225-325 m Quillback 2 2 0 0 2 0 945 1,695 157.5 6 - 55-410 330-450 2

Highfin carpsucker 2 0 1 0 0 0 56 5.0 3 -

(

Ictiebur sp. 0 2 1 0 0 0 10 3.3 3 -

55-80 -

Sma11 south buffalo 1 1 6 24 16 1 13,144 268.2 49 0.1 70-380 E Big muth buffalo 0 0 1 0 0 0 375 375.0 1 - 293 O vi 5%rthead redhorse 0 2 2 0 4 0

0 990 123.8 11.8 8 - 85-275 60-170 Z

CD Black bullhead 7 1 3 0 0 130 11 -

Yellow bullhead 2 2 0 1 0 0 180 36.0 5 - 65-215 Channel catfish 352 200 34 385 71 18 70,754 66.7 1,C60 2.2 35-500 M Stonecat 4 2 0 0 0 0 44 7.3 6 - 60-120 2 Tadpole madcom 0 3 5 1 1 0 53 5.3 10 - 45-95 -4 Flathead catfish 7 1 3 12 2 3 1,935 69.1 28 0.1 50-520 D White bass 41 9 41 137 .56 2 25,844 90.4 286 0.6 60-330 I Yellew bass 1 18 0 0 0 0 155 8.2 19 - 70-120 g Leresets sp. 389 606 0 5 0 0 1,955 2.0 1,000 2.1 30-105 g warmouth - 0 1 0 0 0 0 2 2.0 1 - 50 -

Orangespotted sunfish 2 6 4 0 0 0 97 8.1 12 - 45-110 0 Bluegill 40 18 169 25 8 0 3,449 13.3 260 0.5 30-195 2 5.a11 cuth bass 0 0 0 1 0 0 600 600.0 1 - 335 O Largers;uth bass 3 2 5 2 4 0 1,811 113.2 16 - 80-309 m Fe-auts sp. 156 78 7 2 0 0 534 2.2 243 0.5 35-90 W ilhite crappte 49 5 6 3 5 1 1.785 25.9 69 0.1 50-335 Black crappie 46 13 28 20 34 1 8,867 62.4 142 0.3 50-275 Logperch 10 5 0 0 1 0 33 2.1 16 - 50-75 River darter 0 0 0 0 0 1 1 1.0 1 -- 52 Sauger 3 7 11 13 15 2 8,100 158.5 51 0.1 185-385 Valleye 3 1 6 19 9 1 12,688 325.3 39 0.1 50-480 Freshwater dris 176 1,270 668 1,303 376 51 83,464 21.7 3.844 8.1 35-375 Total number 1,500 2,511 11.180 18,241 12.464 1,669 47.565 Total species _ 35 38 30 27 25 16 46 46 Total weitSt (gr.) 16,590 23,435 310,383 889,845 626,905 71.328 1,938,491 Sampling cays 9 8 10 6 7 9 49 49 Less than 0.C5%.

Blocking net was employed at times during these monthe

HAZLETON ENVIAONMENTAL SCIENCES Table 4.2. External parasites and disorders of impinged fishes enumerated during impingement studies at Quad-Cities Station, August 1978 through January 1979.

Numbe r Month Infected Species Disorder Afflicted August Channel catfish icha 2 September Sauger Spinal flexure 1 Channel catfish f ung us b i Decembe r Cizzard shad Spinal flexure 2 January Gizzard shad Spinal flexure 1 A lchthyoplankton multifiliis b

s_aprolengia sp.

59

HAZLETON ENVIRONMENTAL SCIENCES

. 1976a. Impingement investigation. Pages 125-168 g R.M. Gerhold, ed., Operational environmental monitoring in the Mississippi River near Quad-Cities Station ( Fe brua ry 1975 through January 1976). Prepared for Connaonwealth Edison Company, Chicago, Illinois, by NALCO Environmental Sciences, Northbrook, Illinois.

. 1976b. Impingement investigation. Pages 119-136 _in R.M. Gerhold, ed., Operational environmental monitoring in the Mississippi Rive r near Quad-Cities Station (August 1975 through January 1976). Prepared for Commonwealth Edison Corgany , Chicago, Illinois, by NALCO Environmental Sciences, Northbrook, Illinois.

. 1976c. Impingement invest gation. Pages89-106 ,in R.M. Gerhold, ed. , Operational environmental mon.toring in the Mississippi River near Quad-Cities Station (February 1976 through July 1976). Prepared for Common-wealth Edison Company, Chicago, Illinois, by NALCO Environmental Scier.ce s ,

Northbrook, Illinois.

, D.M. Coon, D.E. Pa t ul ski . 1974. Fish population and life history studies. Pages 190-2 60 g 1!.0. Eller and J.J. Delfino, eds., Operational environmental monitoring in the tii s s is s ippi Rive r near Quad-Cities Station (August 1973 through January 1974). Prepared for Commonwealth Edison Company, Chicago, Illinois, by Industrial Bio-Test Labo ra t orie s , Inc.,

Northbrook, Illinois.

, M.S. Pallo and B.I. Muench. 1977. Impingement investigation.

Pages 85-97 g R.M. Gerhold, ed., Ope ra tional environmental monitoring in the Mississippi River near Quad-Cities Station ( Fe brua ry 1976 through January 1977). Prepared for Commonwealth Edison Company, Chicago, Illinois, by NALCO Environmental Sciences, Northbrook, Illinois.

. Miller, R.R. 1972. Threatened Seshwater fishes of the United States. Trans. Am. Fish Soc. Vol. 101. No. 2, 239-252.

Pallo, M.S., and P. B. Latvaitis. 1977. Impingement investigation. Pages 85-97 in R.M. Gerhold, ed. , Operational environmental monitoring in the Mississippi liver near Quad-Cities Station (August 1976 through January 1977). Prepared for Commonwealth Edison Company, Chicago, Illinois, by NALCO Environmental Sciences, Northbrook, Illinois.

. 1977. Impingement investigations. Page s 49-62 y R.M. Gerhold, ed., Operational environmental monitoring in the Mississippi River near Quad-Cities Station (February 1977 through July 1977). Prepared for Common-wealth Edison Compa ny , Chicago, Illinois, by NALCO Environmental Sciences, Northbrook, Illinois.

. 1978a. Impingement investigations. Pages 41-55 g R.M. Gerhold, ed., Operational environmental monitoring in the Mississippi Rive r near Quad-Cities Station ( August 1977 through January 1978). Prepared for Common-wealth Edison Company, Chicago, Illinois, by NALCO Env i ronmenta l Sciences, Northbrook, Illinois.

60

HAZLETON ENVIRONMENTAL SCIENCES

. 1978b. Impingement investigations. Pages 41-56 _in Operational environmental monitoring in the Mise 'ssippi River near Quad-Cities Station (February 1978 through July 1978). Prepared for Commonwealth Edison Company, Chicago, Illinois, by NALCO Environmental Sciences, Northbrook, Illinois.

. Roosa, D.N. 1977. Endangered and threatened fish of Iowa. Special Report of the Preserves Board, No. 1, Des Moines , Iowa , 2 5 p.

. Smith, W.P. 1979. The fishes of Illinois. University of Illinois Press, Urbana, Illinois, 314 p.

61

HAZLETON ENVIRONMENTAL SCIENCES APPENDIX A (Related to Chapter 2 of Text)

SUSDIARY OF DAILY MINIMUM, MAXIMUM AND MEAN WATER TEMPERATURES QUAD-CITIES STATION August 1978 through January 1979 63

TAFLE 1.

SUMMARY

GF DAILY MINIMUM. MAXIMUM, ANo MEAh WATER TEMPERATURES IF3.

GUAC-CITIES STATION, AUGUST , 1978.

COOLING CANAL ,

LP5TREmW INIAKE COLD END D15 CHARGE 00hNSTREAM DAY MIN. MAX. HEAN MIN. PAX. PEAN MIN. max. MEAN M1h. MAX. ME1N MIN. MAX. MEAN 1 73.9 14.7 74.3 71.4 73.0 72.4 89.4 93.3 91.4 106.5 109.0 107.8 74.2 75.6 74.8 2 74.3 75.7 75.1 72.5 74.5 73 6 92.5 94.7 93.5 107.5 110.0 109.1 74.9 76.0 75.3 3 74.3 75.9 75.1 72.0 74.7 73.7 85.7 92.7 88.4 102.3 107.7 104.3 74.7 76.2 75.3 I 4 7?.3 75.2 74.3 71.5 74.0 72.4 84.4 88.7 86.7 102.5 L0b.0 104.3 73.0 75.8 74.9 >

5 73.6 75.5 74.6 71.0 74.5 72.7 de.8 90.4 68.6 10%.5 107.4 105.8 73.2 76.7 75.3 N t 73.1 7t.3 75.0 71.3 75.5 73.4 88.0 92.4 9C.2 104.7 s08.3 10o.7 73.4 77.2 75.6 h 7 74.9 77.5 76.2 72.7 77.4 75.1 9C.C 94.2 92.1 107.1 111.2 109.9 74.7 77.5 76.6 4 8 76.0 70.2 77.1 74.2 78.2 7o.1 91.7 96.0 93.9 109.2 112.2 110.7 75.5 78.3 77.2 0 9 76.6 79.5 78.0 74.9 79.5 77.1 9?.B 95.2 94.7 110.J 111.5 11J.8 75.9 78.8 77.7 2 10 17.4 78.5 78.0 76.* 78.0 77.3 91.9 96.1 93.9 109.0 111.3 110.1 76.8 79.2 79.0 m 11 li.e 77.5 76.9 75.0 7o.5 7>.t 92.2 93.5 92.3 108.3 109.8 109.2 75.6 78.1 77.3 Z 12 89999 *9999 89999 89999 89999 89999 *9999 *9999 e9999 *9999 *9999 oggg9 *9999 *9999 *999o $

$ 13 *9999 *9999 *9999 *4999 09999 *9999 89999 *9999 89999 09999 *9999 89999 09999 89999 *9994 D 14 78.2 80.0 79.5 78.7 81.6 80.7 88.9 95.1 93.5 105.7 112.0 109.o 77.? 60.7 79.7 0 15 78.3 60.2 19.2 78.o 80.7 79.9 o0.0 87.3 83.7 104.9 105.5 104.1 78.9 81.6 80.2 2 16 77.8 8C.C 79.0 76.5 79.7 78.2 78.0 95.1 be.5 101.0 L10.0 105.8 17.7 61.6 79.5 5 17 77.0 79.4 78.3 74.9 77.7 76.5 93.2 96.6 95.0 107.0 109.9 100.S 76.4 80.1 78.5 m 18 77.5 78.0 17.8 75.o 76.5 77.2 96.0 99.5 97.8 107.5 109.9 108.8 77.3 80.0 78.9 19 '9999 89999 *9999 76 4 79.4 77.9 91.7 98.6 93.2 105.6 109.4 106.8 79.1 80.1 79.2 h

b 20 *9999 +9999 *9999 75.3 7d.0 7t.8 68.4 92.6 91.0 101.2 106.3 105.2 77.6 80.5 78.9 F 21 7f.0 7 e .6 76.4 74.5 7b.5 75.8 9C.3 93.2 91.9 105.6 107.8 106.9 77.4 60.7 78.5 m 22 74.5 76.0 75.3 73.* 70,0 7*.5 91.6 94.2 92.8 10s.0 106.6 106.d 76.0 77.6 76.9 0 23 74.2 76.6 75.4 72.6 76.4 74.6 90.7 93.5 92.4 107.5 110.8 106.7 76.0 77.5 76.4 m 24 15.5 77.1 76.3 74.5 7o.5 72 6 90.8 94.9 93.2 106.5 110.1 109.5 75.6 77.7 76.6 Z 25 7f.4 77.1 7(.7 75.3 7b.1 75.7 92.5 94.5 93.1 108.2 110.0 109.3 76.1 77.9 77.1 0 26 76.0 76.9 76.4 75.0 7o.0 15.4 91.9 93.3 92.5 107.6 109.2 10d.4 76.1 77.6 77.0 -

27 15.5 76.5 75.9 73.5 75.5 74.4 89.4 92.6 91.0 105.> 109.9 107.5 75.6 77.4 76.6 26 74.9 76.3 75.6 73.0 75.5 74.1 90.3 92.3 91.6 108.3 110.5 109.8 75.0 77.9 76.5 29 14.9 77.0 75.9 72.5 76.5 74.6 89.7 92.0 91.0 106.2 110.6 109.6 75.5 78.9 77.1 30 75.4 77.2 76.2 73.5 70.o 75 0 90.1 92.7 91.e 106.5 111.0 109.o 75.5 78.8 77.?

31 75.6 77.5 76.1 74.o 76 0 76.2 90.3 93.9 92.1 207.9 110 6 109.5 75.6 78.7 77.3 89999 CR 9999 -- INSTMUNEAT MALFLNCTION

TABLE 2.

SUMMARY

OF DAILY MINIMUM.MAXIPUM. AND MEAN WATER TEMPERATURES (F),

QU J0-CITI ES ST AT 10 h. SE FT EMBE F . 1978.

COOLING CANAL COLD UP57 REAP IN TA KE END _ DIS CHARGE COWNSTREAM OAT HIN. MAX. MEAN MIN. PAX. MEAN M1h. MAX. MEAh N1h. PAX. PEAh Mih. MAX. MEAN 7

1 7 !. 2 16 .5 76.1 74.4 77.1 75.7 89.4 91.5 9C.4 107.8 109.4 108.4 75.C 72.1 11.1 N 2 74.5 75.6 75.0 75 1 75.4 74.1 8 8.E 93.6 91.2 106.5 109.4 108.1 74.6 77.6 76.1 F 3 74.5 76.8 75.7 73,0 76.9 74.9 89.8 93.0 91.4 1C5.8 1C9.C IC6.9 74.6 7E.1 7t.f 4 75.4 76.5 75.9 74.0 81.C 76.8 -75.5 89.5 84.4 91.4 104.8 96.3 75.5 78.3 77.0 0

5 15.4 16 .6 75.9 73.9 78.5 75.9 85.0 90.5 82.8 1C1.7 106.1 1C5.5 7t.1 1E.~ 11.0 2 6 75.0 76.1 75.6 74.2 76.1 14.9 81.5 51.3 89.6 104.5 107.2 105.9 7C.2 78.2 76.7 7 75.0 76.6 75.8 73.7 77.0 75.2 89.0 95.0 92.C 1C6.1 110.0 107.7 75.5 78.1 76.7 m

75.6 77.9 78.4 90.2 95.6 93.1 78.5 7

8 76.8 75.0 76.6 104.0 109.5 106.0 76.4 77.6 <

9 77.0 79.0 78.0 76.3 80.0 78.2 85.5 55.6 92.1 100.5 112.0 110.0 77.5 79.3 78.5 3

, IC 11.1 15.2 78.7 77.5 81.0 79.1 9C.6 95.3 93.6 1C7.0 111.8 1C9.8 78.2 BC.C 15.0 0 m 11 78.0 79.7 78.8 77.7 79.4 78.7 86.0 54.7 91.4 104.7 111.0 108.1 79.1 81 5 79.7 Z 12 77.6 79.0 78.4 76.1 79.3 77.2 86.5 96.0 92.1 1C4.0 1C5.7 105.C 77.7 81." 15.6 g 13 76.6 78.4 77.3 74.9 77.0 75.7 91.5 95 .4 93.7 103.2 105.2 104.3 77.0 80.5 78.8 m 14 75.2 76.6 76.1 73.9 76.0 74.9 89.6 94.6 91.4 1C2.4 1C4.0 104.9 76.0 79.4 77.8 2 15 73.5 75 2 74 2 70.5 73.6 72.2 88.5 92.4 89.5 100.7 102.8 101.7 74.9 72.5 76.5 4 16 72.8 73.8 73.2 70.0 74.1 71.1 88.6 54.0 91.4 100.4 103.o 101.8 72.5 77.0 75.6 h 17 71.4 73.0 72.4 70.5 71.5 71.0 87.1 94.0 90.4 1C0 0 1C2.0 101.4 71.5 7t.! 14.1 g 18 71.0 71.5 71.2 71.2 72.7 71.7 84.1 89.5 87.4 95.5 100.5 97.6 71.1 74.5 72.3 n 15 11.2 12.2 71.7 71.4 73.0 72.2 81.7 86.3 84.1 95.5 96.7 96.3 11.e 12.! 12.0 g 20 70.9 72.5 71.9 70.9 73.C 72.4 15.6 82.9 BC.6 95.0 96.5 95.9 69.5 72.6 71.4 2 21 67.0 70.6 68.9 66.5 70.6 68.7 72.6 84.3 72.C 93.0 99.1 56.4 e 6 .6 71.2 68.9 n 22 65.9 66.9 06.3 65.0 66.8 65.9 84.0 86.3 85.2 98.5 102.4 100.3 65.0 68.0 66.6 m 23 65.5 66.4 65.8 64.5 65.6 65.1 82.5 87.4 85.3 100.0 102.0 101.0 64.9 69.0 66.3 W 24 t ! .5 6e .0 65.7 64.5 66.0 65.1 84.1 88.6 66.5 98.6 1C2.5 ICC.9 65.C (1.1 6 t .0 25 64.9 66.1 65.6 63.6 65.6 e4.9 84.2 86.9 85.6 100.0 101.7 101.0 64.5 67.6 65.8 26 64.1 65.1 64.9 63.1 65.0 64.1 81.5 94.0 66.4 98.6 1C7.1 102.7 64.C 61.~ 65.4 27 64.0 65.4 64.7 62.4 65.1 63.t 92.2 54 0 93.2 105.3 107.0 106.0 63.5 66.9 65.0 28 63.5 64.8 64.2 62.0 64.4 62.9 89.5 94.0 91.9 1C4.5 1C7.4 106.0 62.6 66.6 04.3 29 62.6 64 1 63 6 60.5 63.3 61.6 69.5 94-0 91.7 98.7 107.8 104.2 61.2 66.2 63.8 30 62.2 63.2 62.7 59.8 64.5 61.C 74.4 69.5 80.7 91.2 101.0 95.9 60.6 65.5 63.1

9999 CR 9999 --

INSTRLMENT MALFUNCT1DN

TABLE 3.

SUMMARY

OF OAILY MINIMUM. MAXIMUM, AND MEAN WATER TEMPE RA TURE S ( f l .

CUAO-C I TIE S S TA TI CN. CC TO BE R , 1978.

COOLING CANAL COLD ,

UPSTREAM INTAKE END DISCHA4GE 33W15TREA4 DAY MIN. MAX. HEAN MIN. MAX. MEA 1 11N. MAX. 1EAN MIN. MAX. HEAN MIN. 14 X. 4E4N 1 61.0 62.2 61.7 58.8 68.7 65.4 75.3 86.6 82.8 86.0 97.2 94.0 59.5 65.0 63.0 2 60.2 62.1 61.4 63.5 67.8 65.9 84.3 90.3 37.2 95 .] 102.4 98.9 59.5 55.0 $2.3 3 59.9 62.0 61 .0 62.5 64.0 63.3 85.0 88.5 86.3 98.7 100.3 99.4 59.1 62.7 00.7 4 59.8 6 C. 8 60 3 60.2 62.4 61.3 S 3.9 88.2 86.0 I

93.5 131.1 99.6 58.3 53.7 50.4 D 5 58.3 60.1 59.1 58.1 60.9 59.6 83.3 87.9 85.6 98.9 100.8 100.0 56.5 60.9 N 6 56.4 59.0 58.6 57.3 55.8 57.8 56.9, 83.2 85.9 84.6 98.8 101.0 99.9 55.3 59.2 56.8 7 54.5 56.4 55.5 54.2 55.7 54.9 85.0 36.3 35.7 100.5 101.3 101.1 54.2 56.7 55.4 h

4 8 53.5 55.2 54.4 52.4 55.3 53.9 81.9 86.0 84.5 97.2 101.0 99.3 53.3 56.8 55.0 0 9 53.7 55.2 54.6 52.4 55.5 54.3 85.7 90.5 1C 54.5 55.1 54.8 53.2 88.0 103.3 102.2 131.2 53.5 55.4 55.1 2 55.0 54.4 88.5 89.9 89.1 101.7 103.0 102.3 54.2 56.2 55.3 m 11 54.5 55.5 54.7 54.1 54.7 54.3 87.8 89.4 88.5 101.5 102.2 101.9 54.5 55.8 55.4 2 12 53.8 54.5 54 .1 53.0 54.2 53.5 87.3 89.3 38.1 100.3 102.7 101.6 54.3 55.5 24.9 $

13 52.5 53.7 53.1 51.3 52.9 52.3 83.5 87.9 85.3 99.2 101.0 100.2 53.3 54.6 54.0 D e

14 51.7 52.7 52.2 50.0 64.2 57.0 78.7 89.5 33.2 93.2 103.7 98.0 51.4 53.9 53.1 O 15 51.0 52.1 51.5 59.7 64.5 62.4 c5.5 90.4 87.3 100.0 103.7 101.1 51.2 52.9 52.0 2 10 50.5 52.0 51.1 60.2 66.9 61.9 87.2 94.4 90.0 101 6 106.6 104.6 50.5 53.0 51.8 $

17 50.0 52.4 51.1 50.2 61.3 55.0 88.9 94.3 91.8 105.8 108.7 108.0 47.2 53.4 51.5 m 16 50.8 52.0 51.5 49 0 52.6 50.5 89.0 92.0 90.4 *9999 *9999 *9999 50.2 52.8 51.4 2 19 50.7 52.1 51.5 48.7 52.2 50.2 87.3 90.8 88.9 *9999 *9999 *9999 50.2 53.3 51.5 20 50.4 53.0 52.1 49.5 51.3 50.8 89.9 93.4 91.4 *9999 *9999 *9999 $

21 52.7 54.5 50.2 53.1 51.5 r 53.4 50.5 66.3 60.7 86.8 97.5 93.1 *99 9 89999 89999 51.7 54.3 52.7 22 54 2 54.7 54.4 63.3 68 3 65.4 94.9 99.7 97.9 *9999 *9999 *9999 m

52.3 54.5 53.3 0 23 53.7 54.6 54.2 63.2 65.5 64.3 99.7 99.8 99.7 *9999 *9999 *9999 52.2 54.5 53.1 m 24 5;.0 53.5 52.6 61.7 64.8 63.1 99.7 99.7 99.7 *9999 *9999 *9999 51.0 52.5 51.7 2 25 51.8 52.4 52 0 59 8 63.5 61.7 *9999 *9999 *9599 *9999 *9999 *9999 50.9 51.6 51.2 0 26 51.0 51.2 51.5 58 0 62.9 59.8 *9999 *9999 *9999 m 27

9999 89999 *9999 50.1 51.4 50.8 .

49 0 51.2 50.0 56.7 59.2 57.7 89999 *9999 *9999 111.2 111.2 111.2 28 48.7 53.3 49.5 48 3 49.7 49.1 55.8 58.4 56.9 *9999 *9999 *?999 *9999 *9999 *9999 47.8 49.8 *9.0 25 48.5 49.7 49.2 55.3 58.0 56.7 30 48.7 49.7 49.2

9999 *9999 '9999 89999 *9999 *9999 48.2 49.7 49.1 55.2 59.7 57.6 *9999 +9999 *3999

9999 *9999 *9999 48.0 49.5 48.9 31 48.8 50.0 49.5 56 0 59.0 58.1 *9999 +9999 *9999 *9999 *9909 *9999 47.8 50.0 49.1

9999 CR 9999 -- INS TRLMEN T M ALFUNCT ION

TABLE 4-

SUMMARY

OF DAILY Mi h1 MUM. MA y1M LM. AND MEAN WATER TEMPERATURES (F).

QUAD-CITIES STAT 13N. NOVEMBER . 1978.

COOLING CANAL COLD JPSTREAM INTAKE END 315 CHARGE D3WNSTREAM DAY MIN. M A X. MEAN MIN. MAX. MEAN MIN. MAX. MEAN MIN. MAX. MEAN MIN. MAX. MEAN 1 49.2 51.1 50.2 51.3 So.7 55.8 +9999 +9999 +9999 115.2 117.4 116.6 49.8 51.8 50.2 2 50.3 51.1 50 6 53 5 58.8 55.9 *9999 09999 89999 115.3 118.0 116.2 48.7 52.1 50.2 3 *9999 *9999 *9999 89999 *9999 *9999 *9999 *9999 *9999 *9999 *9999 89999 *9999 *9999 *3999 4 89999 *9999 *9999 *9999 *9999 *9999 89999 *9999 89999 *9999 *9999 *9999 *9999 '9999 89999 I 5 *9999 *9999 89999 09999 *9999 *9999 89999 *9999 89999 89999 *9999 89999 *9999 *9999 '9999 6 51.6 51.9 51.8 54.5 56.5 55.6 89999 *9999 89999 110.3 113.3 112.2 51.4 52.5 52.1 r 7 49.8 51.5 50.3 51.3 54.5 52.7 *)999 *)999 e)999 100.3 112.8 109.9 49.5 51.5 50.2 m o 48.5 49.7 49.1 48.8 53.8 51.8 +9999 *9999 *9999 100.9 113.7 110.2 48.1 53.2 50.1 j 9 4e.4 49.5 48.9 51.5 55.5 53.3 81.8 82.4 82.1 114.0 120.0 116.5 48.1 53.6 50.4 10 48.0 49.1 48.5 47.0 53.2 50.2 78.0 61 5 79.4 113.0 117.2 114.3 48.0 53.5 49.0 Z 11 47.6 48.5 48.1 46.0 Ss.7 47.8 71.5 78.4 75.3 106.5 113.3 107.8 47.9 50.0 48.8 m 12 13 46.3 45.3 47.5 47.0 46.3 46.3 45.7 45.3 43.7 6J.9 40.3 53.7

)999 *9999

9999 *9999 89999

9999 103.6 113.4 114.0 117.8 110.8 115.5 44.9 49.8 47.4 45.0 48.1 46.7 f

$ 14 44.7 46.5 45.4 54.0 57.4 56.2 *9999 09999 89999 113.2 116.4 114.6 44.5 41.E 46.0 15 42.8 44.3 93.5 54.5 56.7 55.7 *9999 *9999 *9999 115.5 119.3 11o.1 42.3 45.3 43.9 h

16 41.3 42.7 41.7 53 3 56.0 54.5 *9999 *9999 *9999 117.8 119.8 119.2 41.2 43.5 42.6 7

17 *9999 09999 *9999 g

40.0 41.7 40.4 48.0 52.8 50.9 115.3 119.8 117.5 37.0 42.9 41.4 m to 39.7 40.7 40.1 48.5 54.7 51.8 *9999 +9999 *9999 116.) 119.8 118.3 39.7 43.2 41.2 19 38.8 39. 9 39.3 46.2 52.3 50.0 *9999 *9999 *9999 114.3 117.6 116.0 38.8 42.3 40.3 7

4 20 36.0 38.6 37.3 32 0 5 0.b 41.1 *9999 *9999 *9999 70.7 113.2 100.6 34.5 41.2 38.7 >

21 34.7 35.9 35.1 32.3 41.3 32.4 53.4 76.2 68.6 68.7 98.3 73.4 34.3 39.2 36.5 r 22 33.8 35.6 34.5 35.8 44.4 40.0 70.2 92.3 84.6 94.2 114.7 108 0 32.2 37 0 35.3 W 23 34.e 35.5 35 1 33 5 42.7 39.5 *9999 *9999 89999 106.0 112.4 108.4 33.9 36.4 35.0 0 24 34'.5 35.1 34.8 32.0 41.8 34.6 *9999 *9999 '9999 105.0 110.3 107.0 33.7 36.5 35.1 m 25 34.1 34.7 34.3 32.0 43.5 37.2 *9999 *9999 *9999 110.1 113.4 111.3 33.4 35.8 34.5 2 26 33.7 34.3 34.3 3).9 33.2 35.1 *9999 *9999 *9999 111.5 114.5 113.1 33.0 34.8 33.9 m 27 33.3 34.0 33.7 32.0 37.2 34.6 *9999 *9999 89999 69.2 110.1 109.3 32.1 35.2 33.8 m 2e 32.2 33.6 32.6 32.0 33.8 32.5 89999 *9999 09999 64.2 69.2 67.2 32.2 34.1 33.4 29 32.3 33.7 32.7 31.9 54.3 35.3 *9999 *9999 *9999 65.9 99.3 76.7 32.0 34.6 33.3 30 32.6 33.0 32.9 47.3 61 3 57.3 *9999 *9999 89999 97.3 115.3 110.5 32.0 33.4 32.6

9999 OR 9999 -- INSTRUME h1 MALF LNC TIGN

TAPLF 5. SUMFA9Y OF DAILY MINIMOP.P4XINOM. AND MEAN HATER TEMPERATURES (F).

QUAO-CITIF5 S TA TION. DECEM8tR . 1978.

COOLING CANAL COLD UPSTREAM INTAKE END DISCHAKGE DOWNSTREAM D AY MIN. M AX . MEAN M1h. FA W. PL AN MIN. MAX. MEAN MIN. MAX. MtAN MIN. M AX . MEAN 1 32.6 33 0 32.9 57.5 62.8 60.1 *9099 *9999 *9999 105.7 119.0 115.9 32.3 3!.! 32.5 2 32.1 32.7 32.5 34.5 62.5 52.2 *9999 +9999 *9999 100.8 116.7 115.2 32.2 35.1 32.9 I 3 32.1 32.8 32.5 37.5 68.3 K7.4 +9999 *9999 *9999 111.0 117.d A15.1 32.0 35.2 32.9 >

4 ?2.4 33.0 32.7 32.0 65.8 51.4 *9999 '9999 89999 85.7 11*.0 101.8 32.2 31. ! 33.4 5 32.4 32.8 32.6 *9999 *9999 89999 *9999 *v999 *9999 83.0 85.0 84.1 32.0 36.0 33.4 f

m 6 32.5 32 .9 32.6 32.7 45.$ 41.8 *9999 *9999 *9999 90.8 94.9 87.4 32.C 34.5 32.5 4 7 32.0 32.7 32.4 41.8 47.6 45.3 8C.5 84.3 83.1 95.3 104.3 99.5 32.0 32.9 32.3 0 8 32.2 32.5 32.4 42.3 4o.e 44.6 63.9 88.3 85.4 1C4.4 119.o 107.4 32.C 33.3 32.4 Z 9 32.3 32.6 32.4 41.7 47.6 43.6 81.9 68.3 of.0 117.0 119.9 119.5 32.0 33.2 32.4 m 10 32.3 32.5 32.4 40.5 43.7 42.2 79.C 83.7 81.6 102.2 119.7 111.3 32.0 32.7 32.2 2 11 32.4 32.7 32.5 43.] 43.4 41.4 83.0 91.5 69.0 106.8 119.8 116.2 32.C 3 *. ! 32.' <

12 32.5 32.7 32.6 39.8 45.3 41.7 88.2 91 .0 9C.0 110.J 116.3 114.1 s2.0 33.3 32.5 D

$ 13 32.0 32.e 32.5 42.6 51.5 47.3 61.7 87.4 84.4 1C0.2 109.c 103.C 32.C 33.1 32.2 0 14 32.5 32.8 32.6 42.o 57.3 5L.2 e5.4 90.7 67.7 101.7 105.4 103.3 32.0 33.8 32.4 2 15 32.5 32.9 32.6 45.7 55 0 50.5 85.5 93.3 88.S 1C0.5 105.0 102.8 32.C 33.E 32.6 5 lo 32.4 32.9 32.7 49.3 55.2 52 1 e5.7 99.3 89.9 103.2 105.6 104.* 32.0 33.3 32.3 m 17 32.5 33.8 32.7 52.7 53.7 54.3 d6.7 92.0 89.3 104.7 10o.7 105.0 32.0 33.3 32.4 le 32.0 32.7 32.3 50.5 54.3 52.8 91.3 94.8 92.7 106.7 110.0 108.2 3 2. C 3 3. t 32.2 h

b 19 32.0 32.0 32 0 47.8 52.6 49.v e5.0 91.0 87.4 103.8 109.5 10o.2 32.0 32.4 32.0 F 20 32.0 32 0 32.0 48.7 50.9 49 . 6 78.6 90.8 86.6 99.7 108.i 104.2 32.C 32.2 32.0 m 21 32.0 32.0 32.0 49.9 54.0 51.9 78.2 86.5 81.7 99.6 10%.B 101.8 32.0 32.0 32.0 0 22 3?.0 32 0 32.0 51.0 52.8 51.5 d3.7 d7.5 85.5 1C1.5 1C4.2 1C2.9 32.C 32.0 32.0 m 23 32.0 32.0 32.0 43.1 52.7 49.3 o7.0 94.1 o9.3 102.3 103.7 102.8 32.0 32.3 32.1 2 2% 32.0 32.2 32.0 40.2 44.8 43.1 85.8 94.5 90.2 101.8 104.o 103.3 32.0 32.3 32.0 0 25 32.0 32.0 32.0 39.3 42.5 41.2 84.7 89.9 87.3 101.0 103.d 102.3 32.0 32 1 32.0 26 32.0 32.0 32.0 38.5 42.7 41.C 84.0 89.2 86.2 98.5 110.5 100.6 32.0 33.2 32.2 h

27 32.0 32.0 32.0 *9999 *9999 *9999 d3.3 86.2 65.C 99.1 1CC.3 99.8 32.C 32.E 32.0 29 32.0 32.0 32.0 *9999 *9999 oo999 dl.1 e6.5 83.7 96.0 100.7 9u.4 32.0 32.0 32.0 29 32.0 32 0 32.0 *9999 *9999 *9999 82.4 90.5 87.1 97.3 1C2.7 100.7 32.C 32.C 32.0 30 32.0 32.0 32.0 *9999 *9999 *9999 72 3 89.9 78.5 B4.8 101.5 89.9 32.0 32.0 32.0 31 32.0 32.0 32.0 *9999 *9999 *9999 o8.9 72.3 7C.4 83 2 85.4 84.2 32.0 32.0 32.0

9999 OR 9999 -- IN S Tx UME N T M AL F UN C TION

TABLf 6 .

SUMMARY

LF DAILY P A N I pup. P A XI M uP . &Ns MEmN beiLR TiMPidATUnES IF l .

uun 0-C I TI E S ST4T134. JANJ44Y . 1979.

JP5TAEAM INTAnE 500TH INIAAE GISCHAkGE 00W45TREA4 DAY Mlk. MAX. MEAN MIN. MAX. MEAN Mid. MAK. MEAN Mi h. MAX. MLAN MIN. MAX. MEAN I

1 32.0 32.0 32.0 *9999 +9999 '9999 7C.6 73.9 72.7 84.'J 87.0 85.4 32.0 32.0 32.0 >

2 32.0 32.0 32.0 *9999 *9999 *9999 08.3 70.9 69.4 82.7 86.5 84.* 32.0 32.0 32.0 N 3 32.0 32.0 32.0 *9999 *9999 *9999 70 1 74.4 72.3 P6.7 9u.o ed.2 32.0 32.0 32.0 I 4 32.0 32.0 32.0 37.b 46.7 43.2 75.3 77.C 80.7 89.9 96.7 91 .4 32 0 32.0 32.0 5 32 0 32.0 32.0 37.1 42.4 41.3 80.9 82.9 82.1 96 3 98.5 97.6 32.0 32.0 32.0 a 32.0 32.0 32.0 41.5 43.9 42.S ut.5 85.6 83.1 97.5 A00.1 98.5 32.0 32.9 32.0 ()

1 32.0 32.0 32.0 42.o 44.9 43.6 83.2 67.0 of.7 96.d 98.9 98.1 32.0 32.C 32.0 Z e 32.0 32.0 32.0 41., 44.8 43.4 79.5 n2.7 80.9 97.J 99.2 98.1 32.0 32.5 32.1 RI 9 32.0 32.0 J2.0 43.6 46.3 45.0 80.9 13 32.3 12.0 32.0 44.J 48.1 45.9 m2.7 84.0 d6 .2 82.9 98.1 99.7 98.7 32.0 32.5 32.1 2 34.3 97.5 117.5 105.5 32.0 32.3 32.1 <

11 12 32.0 32.0 32.0 32 0 32.0 32.0 44.5 44.7 47.0 47.5 45.9 45.7 84.4 86.2 d6.0 89.5 85.4 de.3 10v.7 112.3 112.3 116.0 111.5 114.4 32.0 32.4 32.1 jj 13 32.0 32.0 32.0 32.0 34.5 32.1 [}

12.0 44.3 37.6 7m.0 e7.2 80.6 107.5 114.7 112.3 32.0 34.4 32.9 14 32.0 32.0 32.0 32.3 4'.2

. 40.3 64.6 77.7 71.8 101.5 119.d 111.8 32.0 32.5 32.1 7 15 32.0 32.0 32.0 32.0 4J.0 32.5 51.3 74.8 61.7 E 32.0 32.0 46.o 120.u 8J.3 32.0 34.6 J2.7 le 32.0 32.0 3/.0 32.0 46.6 61.3 ' ?.

a 9 4C.2 te.4 52.7 32.C 33.2 32.5 UI 17 32.0 32.0 32.0 3e.0 37.3 32.4 39.0 65.3 59 1 4a.4 68.4 62.0 32.0 33.7 32.5 2 la 19 20 32.0 32.0 32.0 32.0 32 0 32.0 32.0 32.0 32.0 32.5 35.J 42.2 38.4 73.0 45.3 35.7 42.7 43.b 47.2 59.3 63.5 60.5 67.6 69.4

$6.3 62.2 67.4 62.5 70.6 84.s 77.0 90.4 91.6 71 3 84.6 89.3 32.0 32.0 32.0 32.4 32.9 34.7 32.1 32.3 fp 33.0 21 32.0 32.0 32.0 32.J 42.9 37.3 58.8 68.3 22 64.8 63 0 85.7 76.0 32.0 35.C 32.8 UI 32 0 32 0 32.0 35.o 42.2 36.6 64.7 c m .2 67.0 79 0 81.5 80.0 32.0 34.3 32.6 0 23 32.0 33.5 32.1 38.', 44 0 41.5 6 7.' 73.5 70.9 2% 32.9 12.0 J2.0 32.0 81.3 8c.7 84.5 32.0 33.8 32.5 m 46.8 38.9 56.t 67.5 6C.1 67 3 92.2 75.6 32.0 34.7 25 32.0 32.0 32.0 3%.7 36.4 3o.3 57.I 60.8 59.2 7J.6 79.3 76.3 32.6 Z 26 32.0 32.0 32.0 34.0 32.6 0 32.0 34.s 3a.3 3o.6 o0.8 66.0 63.5 79.4 84.a 81 .9 32.0 34.1 21 32.0 32.2 32.0 35.3 ?7.6 36.6 66.2 68.8 o7.5 84.2 32.4 m 86.6 83.* 32.0 32.2 32.0 UI 2e 32.0 32.3 32.1 35.o 4J.5 39 .1 63.0 69.2 67.1 82.2 86.d 29 32.3 32 2 85 3 32.C 32.4 32.1 32.0 35.3 39.6 37.* 60.4 62.5 01.3 79.1 St.7 80.5 32.0 32.3 32.1 30 32.0 32.3 32.1 32.J 39.3 35.9 59.7 61.8 6C.8 77.2 8u.e 79.5 32.0 33.4 31 32.0 32.2 32.2 32.0 32.0 3d.3 34.5 54.3 61.5 56.1 72 6 75.8 80.5 32.0 33.0 32.1

9999 Cd 9999 -- INS TKUMFN T M AL f u1Ciluk

HAZLETON ENVIRONMENTAL SCIENCES APPENDIX B (Related to Chapter 2 of Text)

SUMMARY

OF DAILY TEMPERATURE DIFFERENCES QLU -CITIES STATION August 1978 through January 1979 71

HAZLETON ENVIRONMENTAL SCIENCES TABLE 1 SuPMARY Pr TEMPERATUR t DIFFLRtNTIALS tad) .

QUAU-Clilt5 S IA T!uN, AUGUST 1978.

IEMPERATURES (F)

DISCHAkCE DOWNSTREAM F1huS MINUS 1hTAKE UDSTREAP DAY PAX. NLAN MAX. MEAN 1 30.5 35.9 1.4 0.5 2 30.4 35.5 1.4 0.2 3 24.0 30.6 1.2 C.2 4 34.0 31.9 2.5 C.6 5 ?4.2 ?3.1 2.9 0.7 6 39.5 33.3 3.1 0.6 7 35.4 34.3 2.6 0.?

8 ?b.7 34.o 2.0 0.1 9 35.6 33.7 1.5 -C.2 10 ?3.9 '2.9 1.8 0.0 11 34.u 33.6 1.5 0.4 12 89999 $9999 89999 89999 I? 89999 *9999 *9999 *9999 14 30.4 2a.3 1.4 C.2 15 25.2 24.2 2.0 1.0 16 32.1 27.6 2.5 0.4 17 34.0 34.3 2.9 0.2 19 33.4 31.6 2.5 0.8 19 31 3 26.9 89999 89999 iC 21.1 2 e .4 *9999 +9999 21 31.4 31.1 4.5 1.7 42 24.4 34.3 2.? 1.6 23 35.4 34.2 2.3 1.0 24 25.1 33.9 1.4 0.?

25 ?4.4 ?3.6 1.1 0.4 26 33.7 33.0 1.5 0.5 47 35.9 33.1 1.6 0.7 28 36.0 34.8 2.5 C.9 20 36 5 35.0 3.2 1.2 30 ?5.9 24.6 ?.1 1.1 al 33.x 33.3 2.6 1.0

9999 OR 9999 --

INSTRUMENT M A L F UN C T I bN 73

HAZLETON ENVIRONMENTAL SCIENCES TABLE 2.

SUMMARY

OF TEMPERATURE DIFFERENTIALS 06),

OUAD-CITIES STATIONr SEPTEMBER 1978.

TEMPERATWRES (F )

DISCHARGE DOWNSTREAM Pihu! MINUS INTAKE UPSTREAM DAY MAX. MEAN HAX. HEAN 1 33.9 32.8 2.5 C.9 2 35.9 34.0 2.7 1.0 3 36.0 31.9 2.2 1.1 s 29.8 19.5 2.5 1.2 5 32.8 29.7 2.6 1.1 6 32.4 31.0 2.6 1.1 7 39.2 32.5 2.6 0.9 E 34.3 29.4 1.3 0.8 9 32.9 31.8 1.5 C.5 10 32.4 30.7 1.0 0.3 11 32.5 29.4 2.8 0.8 12 29.3 27.8 2.9 1.1 13 30.0 28.6 3.1 1.5 14 29.4 28.0 3.4 1.8 15 31.3 29.4 3.7 2.3 16 32.6 30.7 3.7 2.3 17 31.0 30.4 4.4 1.7 IE 25.2 26.0 3.0 11 19 24.4 24.0 0.9 C.3 20 24.2 23.5 0.6 -0.5 21 32.1 27.7 1.5 0.3 22 36.8 34.4 1.5 C.3 23 37.2 35.9 3.4 0.5 24 37.4 35.7 1.9 0.3 25 36.9 36.1 1.8 0.2 26 43.9 38.6 2.1 0.5 27 44.5 42.4 2.3 C.3 2E 44.8 43.0 2.5 0.1 29 46.3 42.4 2.7 02 30 37.4 34.8 3.0 0.4

9999 CR 9999 --

IN51RLHEN1 MALFUNCTION 74

HAZLETON ENVIRONMENTAL SCIENCES TABLE 3.

SUMMARY

OF TEMPERATURE DIFFERENTIALS (40, QUAD-CITIES STATION, OCTOBER, 1978.

TEMPE R A TURE S (F)

DISCHARGE 30WNSTREA1 FINL5 MINL5 INTAKE JDSTIEAM DAY MAX. HEAN MAX. MEAN 1 37.4 28.5 3.3 1.3 2 37.6 32.9 4.0 0.9 3 30.8 36.0 1.9 -0.3 4 40.2 ? J .3 3.2 0.0 5 41.1 40.4 2.0 -0.1 6 44.7 4J.1 1.2 -0.4 7 47.2 46.2 1.4 -0.3 8 46.3 45.4 2.5 0.6 9 46.6 46.9 2.0 0.6 10 49.6 49.0 1.5 0.5 11 48.0 47.6 1.2 0.7 12 49.3 46.0 1.2 0.8 13 48.o 47.9 1.5 0.8 14 47.1 41.0 2.1 0.9 15 41.2 38.7 1.1 0.5 16 47.4 42.7 1.4 0.6 17 55.5 49.2 2.7 0.5 18 89999 *9999 1.3 -0.0 19 *9999 *9999 1.4 -0.0 20 89999 *9999 0.3 -0.6 21 *9999 *9999 0.0 -0.8 22 *9999 *9999 0.2 -1.1 23 *9999 *9999 0.0 -1.1 24 89999 89999 -0.1 -0.9 25 *9999 *9999 -0 4 -0 8 26 *9999 *9999 -0.3 -0.7 27 54.2 54.2 0.3 -0.4 28 *9999 *9999 1.1 -Co l 29 *9999 *9999 0.3 -0.1 30 *9999 *9999 0.1 -0.?

31 *9999 *9999 C. 2 -0.4 89999 OR 9999 --

INSTRUMENT M ALFUNCTIGN 75

HAZLETON ENVIRONMENTAL SCIENCES TABLE 4.

SUMMARY

OF TEMPERATURE DIFFERENTIALS (A),

QUAD-CITIES STATION, NOVEMBER 1978.

TEMPERATURES (F)

OI5 CHARGE DOWNSTREAM MINUS MINUS I N T AK E J D5 T RE A P DAY MAX. MEAN MAX. M E AN 1 65.1 61.7 1.2 -0 2 2 62.0 60.3 1.2 -0.3 3 *9999 *9999 *9999 *9999 4 *9999 *9999 89999 89999 5 *9999 *9999 *9999 *9999 6 58.5 56.6 3.9 0.3 7 60.2 57.2 0.9 -0.0 8 62.2 58.5 3.9 1.0 9 66.5 63.1 4.9 1.5 10 66.5 64.2 4.4 0.5 11 61.8 60.3 1.5 0.7 12 67.7 64.1 2.9 0.6 13 69.1 61.8 2.6 0.5 14 60.8 58.4 1.9 0.5 15 65.3 62.4 1.1 0.4 16 67.5 64.7 2.1 0.9 17 70.4 66.6 2.3 0.9 18 70.J 66.4 2.7 1.1 19 68.4 6b.0 2.5 1.0 20 85.0 59.5 3.2 1.4 21 65.1 41.3 3.9 1.5 22 77.9 68.0 2.9 0.8 23 78.9 68.9 1.5 -0.1 24 76.5 72.4 1.7 0.3 25 79.3 74.0 1.6 0.2 26 82.5 73.3 3.9 -0.1 27 83.5 74.5 1.4 0.2 28 37.0 34.7 2.3 0.9 29 61.3 41.3 2.2 0.6 30 65.0 53.5 0.7 -0.2

9999 OR 9999 --

I NSTRUMEN T MALFUNCTION 76

HAZLETON ENVI AONMENTAL SCIENCES TABIE 5

SUMMARY

OF TEMPERATURE DIFFERENTI ALS GA) ,

OUAD-CITIES STATIONr DECEMBERr 1978.

TEMPERATURES (F )

015 CHARGE DOWNSTREAM MINUS MINUS INTAKE UPSTREAM DAY MAX. MEAN MAX. MEAN 1 59.3 55.8 2.5 0.1 2 76.1 62.9 2.9 0.5 3 74.7 57.6 2.9 0.4 4 71.7 59.4 4.5 0.8 5 89999 09999 3.3 0.8 6 55.3 50.1 2.4 0.3 7 58.1 54.2 0.7 -0.1 8 77.d 63.0 3.8 0.0 9 78.1 76.0 0.7 -0.0 10 79.2 69.1 0.4 -0.2 11 78.6 79.8 0.8 -0.2 12 76.d 72.4 0.6 -0.1 13 64.6 55.7 0.7 -0.3 14 59.5 53.1 1.3 -0.2 15 59.1 52.2 1.2 0.0 16 5b.4 51.3 0.6 -0.3 17 52.7 56.8 0.6 -0.3 19 57.3 55.4 1.4 -0.0 19 60.3 56.2 0.4 0.0 20 59.2 54.6 0.2 0.0 21 53.1 50.3 0.0 0.0 22 52.6 51.5 00 00 23 60.2 53.5 0.3 0.1 24 62.0 60.2 0.2 0.C 25 62.6 61.1 0.1 0.0 26 70.3 60.2 1.2 0.2 27 *9999 *9999 0.8 C.C 28 *9999 *9999 00 0.0 29 *9999 *9999 0.0 0.0 30 *9999 *9999 0.0 0.0 31 *S99% +9999 0.0 0.0 4

9999 OR 9999 --

INS TRUME hi MAL F ONC IIDN 77

HAZLETON ENVIRONMENTAL SCIENCES TABLE 6.

SUMMARY

OF TEMPERATURE DIFFERENTIALS (40, OUAD-CITIES STATION, JANUARY 1979.

TEMPERATURES (F) o lS Cn Ak G E DOWNS TRE AM MINUS MINUS INTAKE UPSTREAM DAY MAX. MEAM MAX. 4 FAN 1 *9999 89999 3.3 0.0 2 *9999 *9999 0.0 0.0 3 *9999 *9999 0.0 0.0 4 55.8 49.0 0.0 0.0 5 60.6 56.3 0.0 0.0 6 57.1 56.0 3.3 0.0 7 55.9 54.5 3.3 0.0 8 So.4 54.7 0.5 0.0 9 54.9 53.7 0.5 0.0 10 71.o 59.6 0.3 0.0 11 66.5 65.6 3.4 0.0 12 70.2 68.7 2.5 0.1 13 81.5 74.7 2.4 0.9 14 79.3 71.7 0.5 0.1 15 88.0 47.7 2.6 0.7 16 34.4 20.7 12 0.5 17 36.4 30.1 1.7 0.5 18 41.3 35.o 0.4 0.1 10 47.5 41.9 0.9 0.3 20 43.3 45.6 2.7 1.0 21 46.0 40.7 3.0 0.8 22 44.4 41.8 2.3 0.6 23 45.0 43.0 1.8 0.4 24 44.7 36.7 2.7 0.7 25 44.1 40.1 2.0 0.6 26 48.0 45.3 2.1 0.4 27 53.9 48.8 0.1 -0.0 28 50.9 47.2 0.2 0. 0 29 45.2 43.0 0.3 0.0 30 46.8 43.6 1.1 0.1 31 46.0 43.3 1.0 0.0 .

9999 OK 9999 --

INSTRUMENT MALFUNCTION 78

HAZLETON ENVIAONMENTAL SCIENCES APPENDIX C (Related to Chapter 2 of Text)

WEEKLY TEMPERATURES IN THE WAPSIPINICON AND MISSISSIPPI RIVERS QUAD-CITIES STATION August 1978 through January 1979 79

HAZLETON ENVI AONMENTAL SCIENCES Table 1 Temperatures in the Japsipinicon River and Missieeippi River (upstream, mid-channel) August 1978 - January 1979.

Temperatures ( F)

Month and Wapsipinicon Mississippi Year Date River River August 1978 August 2 75.6 73.9 8 75.4 76.6 15 79.3 78.6 23 76.1 76.1 31 73.4 76.8 September 1978 September 8 77.2 77.5 11 77.9 79.5 18 70.8 70.7 22 66.4 66.0 27 63.9 64.9 October 1978 October 7 52.7 55.2 14 52.5 51.8 17 48.2 51.1 27 46.9 48.4 November 1978 November 1 49.3 50.4 10 46.4 48.0 14 43.0 45.3 22 32.7 35.6 29 32.5 32.4 December 1978 December 7 32.2 32.1 13 32.1 32.0 18 32.4 32.0 26 32.0 32.0 January 1979 January 4 32.0 32.0 8 32.0 32.0 19 32.0 32.0 26 32.0 32.0 81

HAZLETON ENVIRONMENTAL SCIENCES APPENDIX D (Related to Chapter 2 of Text)

CHRONOLOGY OF CHANGES IN STATION OPERATING CONDITIONS QUAD-CITIES STATION August 1978 through January 1979 83

Table 1. Chronology of changes in station operating conditions, August 1978 through January 1979.

Operating conditions from a date and time listed were fixed until the next change.

Lift Pumps Circulating Water Mode of Station Date Time Operating Pumps Operating Operation (condenser)

Month Day (hour) (number) (number) ccoling)

August 1 0100 3 6 Combination cycle: spray canal and south diffuser with north diffuser partially open y D

14 1830 2 6 N 1950 1 6 m 2000 1 6 Combination cycle: spray canal y and north and south diffuser g P i Pes m 2

2300 0 6 Open cycle: north and south $

diffuser pipes D 0

16 0001 1 6 Combination cycle: spray canal 2

g and north and south ditfuser m pipes 2 4

0100 0 6 Open cycle: north and ecuth r diffuser pipes til 0

0700 1 6 Combination cycle: spray canal j and north and south diffuser n pipes y 0850 2 6 0924 3 6

Table 1. (continued)

Lift Pumps Circulating Water Mode of Station Date Time Operating Pumps Operating Operation (condenser Month Day (hour) (number) (number) cooling)

September 4 0933 4 6 0940 5 6 1010 5 6 Combination cycle: spray canal and north diffuser 7 y

pipe N r

m 1125 5 6 Combination cycle: spray 4 canal and north and south h

diffuser pipes m

Z 2210 4 6 Combination cycle: spray $

canal and north diffuser D pipe O g

5 0218 4 6 Combination cycle: spray I m

canal and north diffuse 2 pipe with south diffuser j pipe partially open r m

0713 3 6 0 0759 8

0810 2

0 6

6 Open cycle: north and

}

.O south diffuser pipes y 2200 1 6 Combination cycle: spray canal and south diffuser pipe with north diffuser pipe partially open 2215 1 6 Combination cycle: spray canal and south diffuser P i Pe

Table 1. (continued)

Lift Pumps Circulating Water Mode of Station Date Time Operating Pumps Operating Operation (condenser Month Day (hour) (number) (number) cooling)

September 9 0027 2 6 (continued) 0205 3 6 0915 2 6 11 0950 2 6 Combination cycle: spray I canal and north and south y diffuser pipes r m

12 0215 3 6 0 0315 3 6 Combination cycle: spray Z canal and south diffuser m PiPe Z 9 18 1005 2 6 h 1025 1 6 Z 19 2300 0 6 Open cycle: north and E south diffuser pipes . m 20 0550 1 6 Combination cycle: spray canal and north and south r

diffuser pipes $

s 0645 0 6 Open cycle: north and Z south diffuser pipes Q m

21 0800 1 6 Combinatlon cycle: spray canal and south diffuser pipe with north diffuser partially open 0850 2 6 0907 3 6 Combination cycle: spray canal and south diffuser PIPe

Table 1. (continued)

Lift Pumps Circulating Water Mode of Station Date Time Operating Pumps Operating Operation (condenser Month Dat (hour) (number) (number) cooling)

September 26 1150 4 6 (continued) I 30 0940 2 3 %

m October 1 0140 2 6 y 0143 3 6 2 0145 4 6 m 0254 4 6 Closed cycle: spray canal Z 0435 5 6 5 2 1355 4 6 3 g 1635 4 6 Combination cycle: spray h canal and south diffuser g P i Pe m 14 1037 5 6 Z 1220 5 6 Closed cycle: spray canal )

17 0825 5 5 F 0826 5 6 0930 4 6 g

0950 4 6 Combination cycle: spray z canal and south diffuser O Pipe h

1038 4 5 20 0440 5 5 21 0250 5 6 0447 5 6 Closed cycle: spray canal November 20 1408 4 6 1525 3 6 1530 3 6 Combination cycle: spray canal and south diffuser PiPe

Table 1. (continued)

Lift Pumps Circulating Water Mode of Station Month Date Time Operating Pumps Operating Operation (condenser Day (hour) (number) (number) cooling)

November 20 1600 2 6 (continued) 1735 1 6 I

1810 1 6 Combination cycle: spray >

canal and north and south h 1815 0 diffuser pipes y 6 Open cycle: north and south O dif fuser pipes 2 21 1900 1 6 Combination cycle: spray m canal and north and south 2 diffuser pipes a 1910 2 6 g

1940 3 5 0

2110 4 2

6 K

2145 5 6 m 27 1635 4 6 2030 1 6 h

b 2115 0 6 Open cycle: north and south diffuser pipes n 2220 3 6 Combination cycle: spray 5 canal and north and south Z diffuser pipes 2230 2 6 Q 29 1400 m

1 6 30 1520 3 6 Combination cycle: spray canal and south diffuser pipes 1710 4 6 1730 3 6 Closed cycle: spray canal

Table 1 (continued)

Lift Pumps Circulating Water Mode of Station Date Time Operating Pumps Operating Operation (condenser Moath Day (hour) (number) (number) cooling)

December 4 1000 5 6 Combination cycle: spray canal and south diffuser pipe partially open.

I 1035 4 6 >

N 1340 3 6 Combination cycle: spray canal and south diffuser pipt

{

4 0

6 0815 3 6 Combination cycles: spray canal 2 and south diffuser pipe partially y open.

g

D 8 1010 4 6 0 1120 5 6 2 1145 5 6 Closed cycle: spray canal h

January 15 1010 4 Z

6 1315 3 g

6 r-1610 2 6 m

1705 1 6 Combination Cycle: spray canal 9 and north diffuser pipe m 18 0100 4 5 19 2300 2 3 Combination cycle: spray canal h

m and north diffuser pipe with W south diffuser partially open 20 0200 2 3 21 0103 3 5

HAZLETON ENVI AONMENTAL SCIENCES APPEhTIX E (Related to Chapter 2 of Text)

DAILY MEGAWATT POWER OUTPUT (PERCENT OF CAPACITY)

QUAD-CITIES STATION August 1978 through January 1979 91

HAZLETON ENVI AONMENTAL SCIENCES Table 1. Daily megawatt power output (percent of capacity), Quad-Cities Station, August 1978.

Unit Unit Station Date 1 2 Average Remarks 1 96 94 95 2 96 97 96 3 97 72 84 4 97 85 91 5 96 87 92 6 95 86 90 7 96 95 96 8 95 98 96 9 90 97 94 10 88 97 92 11 88 97 92 12 88 95 92 13 68 97 82 14 76 95 86 15 88 99 94 16 91 98 94 17 94 99 96 18 91 99 95 19 90 93 92 20 77 94 86 21 91 96 94 22 91 97 94 23 85 96 90 24 82 97 90 25 81 93 87 26 79 96 88 27 77 95 86 28 90 96 93 29 87 97 92 30 85 97 91 31 80 97 88 93

HAZLETON ENVI AONMENTAL SCIENCES Table 2. Daily megawatt power output (percent of capacity), Quad-Cities Station, September 1978.

Uait Unit Station Date 1 2 Average Remarks 1 77 97 87 2 76 97 86 3 56 97 76 4 56 4 30 5 81 55 68 6 81 75 78 7 84 82 83 8 85 93 89 9 76 95 86 10 70 93 82 11 81 97 89 12 /7 97 87 13 80 98 89 14 79 96 88 15 79 97 88 16 79 96 88 17 76 98 87 18 85 100 92 19 87 99 93 20 86 96 91 21 79 99 89 22 85 99 92 23 85 97 91 24 84 98 91 25 86 99 92 26 84 97 90 27 81 97 89 28 81 98 90 29 82 79 30 30 82 0 41 94

HAZLETON ENVI AONMENTAL SCIENCES Table 3. Daily megawatt power cutput (percent of capacity), Quad-Cities Station, October 1978.

Unit Unit Station Remarks Date 1 2 Average ___

1 79 0 40 2 79 30 54 3 82 58 70 4 82 66 74 5 82 77 80 6 82 85 84 7 81 93 87 8 71 96 84 9 74 95 84 10 82 95 88 11 80 95 88 12 80 95 88 13 79 95 87 14 79 76 78 15 59 75 67 16 71 78 74 17 80 87 84 18 78 89 84 19 78 88 83 20 78 88 83 21 55 87 71 22 58 83 70 23 58 90 74 24 58 96 77 25 58 98 78 26 53 96 77 27 57 95 76 28 57 95 76 29 59 94 76 30 59 92 76 31 63 92 78 95

HAZLETON ENVIRONMENTAL SCIENCES Table 4. Daily megawatt power output (percent of capacity), Quad-Cities Sation, November 1978.

Unit Unit Station Remarks Date 1 2 Average 1 56 73 64 2 53 71 62 3 49 71 60 4 50 65 58 5 50 58 54 6 50 72 61 7 49 82 66 8 49 83 66 9 49 88 68 10 49 86 60 11 67 58 62 12 77 66 72 13 70 74 72 14 74 82 78 15 74 92 83 16 74 98 86 17 73 97 85 18 73 96 84 19 73 95 84 20 72 97 84 21 72 98 85 22 72 97 84 23 71 66 68 24 71 75 73 25 70 83 76 26 69 92 80 27 70 93 82 28 70 98 84 29 70 99 84 30 70 98 84 96

HAZLETON ENVIRONMENTAL SCIENCES Table 5. Daily megawatt power output (percent of capacity), Quad-Cities Station, December 1978.

Unit Unit Station Remarks Date 1 2 Average 1 69 96 82 2 69 95 82 3 69 96 82 4 69 96 82 5 68 97 82 6 68 95 82 7 68 96 82 8 67 95 81 9 67 95 81 10 66 82 74 11 66 94 80 12 66 95 80 13 64 94 79 14 65 93 79 15 65 93 79 16 64 93 78 17 65 93 79 18 64 93 78 19 64 92 78 20 64 92 78 21 64 91 78 22 63 91 77 23 63 91 77 24 63 91 77 25 63 90 76 26 62 90 76 27 62 90 76 28 56 90 73 29 54 90 72 30 54 52 53 31 54 60 57 97

HAZLETON ENVI AONMENTAL SCIENCES Table 6 Daily megawatt power output (percent of capacity), Qucd-Cities Station, January, 1979.

Unit Unit Station DATE 1 2 Average Remarks 1 53 66 60 2 52 71 62 3 52 80 66 4 52 83 70 5 52 95 74 6 53 94 74 7 53 93 73 8 53 95 74 9 54 97 76 10 54 97 76 11 54 97 76 12 55 97 76 13 54 95 74 14 14 96 55 15 47 97 72 16 50 97 74 17 46 57 52 18 0 32 il 19 0 91 46 29 0 88 44 21 0 89 44 22 0 87 44 23 0 89 44 24 0 90 45 25 0 89 44 26 0 90 45 27 0 89 44 28 0 89 44 29 0 88 44 30 0 88 44 31 0 88 44 98

HAZLETON ENVIRONMENTAL SCIENCES APPEhTIX F (Rela?>d to Chapter 2 of Text)

PERCENT RECOVERY OF TEMPERATURE DATA AND EXPLANATION OF DATA LOSSES QUAD-CITIES STATION August 1978 through January 1979 99

HAZLETON ENVIRONMENTAL SCIENCES Table 1. Percent recovery of temperature data from the continuous monitoring system at Quad-Cities Station, August 1978 - January 1979.

Percent Recovery Temperature Month Year Monitoring August 1978 82 September 1978 89 October 1978 76 November 1978 69 December 1978 87 Janucry 1979 84 101

HAZLETON ENVIRONMENTAL SCIENCES Table 2. Summary of temperature data loss at Quad-Cities Station, August 1978 - January 1979.

Date and Month Time Monitoring, Location Remarks August 8/11/78 at 1000 hrs Upstream Printer switched to until 3/14/78 at Intake multi-point 1100 hrs Discharge Sensor A Sensor B Sensor C Sensor D Cooling Canal 8/18/78 at 0700 hrs Sensor A Erratic readings during until 8/18/78 at Sensor C s to rm 1600 hrs 8/18/78 at 0700 hrs Upstream Sensor malfunction until 8/21/78 at during storm 1300 hrs 8/18/78 at 0700 hrs Sensor D Sensor malfunction until 8/26/78 at during storm 1200 hrs 8/21/78 at 1400 hrs Sensor C Erratic readings until 8/22/78 at Reason unknown 1400 hrs 8/24/78 at 0900 hrs Sensor C Sensor or cable mal-until 8/31/78 at function 24 hrs 8/28/78 at 0100 hrs Discharge Erratic readings until 8/28/78 at reason unknown 1400 hrs September 9/1/78 at 0100 hrs Sensor C Sensor or cable mal-until 9/21/78 at function 1900 hrs 4/16/78 at 2400 hrs Sensor B Circuitry problems until 9/21/78 at 1400 hrs October 10/1/78 at 0100 hrs Sensor B Erratic readings until 10/31/78 at possible sensor or 2400 hrs cable malfunction 10/17/78 at 1300 hrs Sensor D Recorder adjusted until 10/31/78 at incorrectly 2400 hrs 102

HAZLETON ENVI AONMENTAL SCIENCES Table 2. (Cont'd).

Date and Monitoring Month Time Location R ema_rks October 10/17/78 at 1400 hrs Discharge Sensor adjustment problem until 10/31/78 at 2400 hrs Bovember 11/1/78 at 0100 hrs Discharge Sensor adjustment problems until 11/1/78 at Sensor B 1100 hrs Sensor D 11/1/78 at 0100 hrs Cooling Canal Sensor malfunction until 11/9/78 at 1700 hrs 11/02/78 at 1200 hrs Sensor A Strip chart illegable until 11/21/78 at 2200 hrs 11/02/78 at 2200 hrs All sensors Paper ran out until 11/06/78 at 0800 hrs 11/06/78 at 0900 hrs Sensor B Erratic readings until 11/08/78 at 1800 hrs 11/06/78 at 0900 hrs Sensor D Erratic readings until 11/07/78 at 0700 hrs 11/10/78 at 1400 hrs Sensor B Erratic readings until 11/11/78 at 1800 hrs 11/11/78 at 0800 hrs Cooling Canal Erratic readings until 11/21/78 at 1700 hrs 11/13/78 at 0800 hrs All sensors Paper ran out until 11/13/78 at 1600 hrs 103

HAZLETON ENVIRONMENTAL SCIENCES Table 2. (Cont'd).

Month Dare and Monitoring Time Location Remarks November 11/22/78 at 1600 Cooling Canal Unable to adjust sensor to until 11/30/78 at field measurements 2400 hrs 11/23/78 at 0100 hrs Sensor D Sensor malfunction until 11/28/78 at 1200 hrs December 12/01/78 at 0100 hrs Sensor B Possible sensor malfunction until 12/03/78 at Erratic readings 2200 hrs 12/01/78 at 0100 hrs Cooling Canal Unable to adjust sensor to until 12/07/78 at field measurements 1500 hrs 12/04/78 at 1500 hrs Intake Possible sensor malfunction until 12/06/78 at Erratic readings 1200 hrs 12/15/78 at 2000 hrs Sensor D Possible sensor malfunction until 12/31/78 at Erratic readings 2400 hrs 12/26/78 at 1900 hrs Intake Unable to adjust sensor until 12/31/78 at to field measurements 2400 hrs January 1/01/79 at 0100 hrs Intake Unable to adjust sensor to field until 1/4/79 at measurements 12 hrs 1/01/79 at 0100 hrs Sensor D Sensor malfunction until 1/31/79 at 2400 hrs 1/14/79 at 1400 hrs Upstream Paper ran out until 1/15/79 at Intake 1000 hrs Discharge Cooling Canal Sensor A Sensor B Sensor C 104

HAZLETON ENVIRONMENTAL SCIENCES APPENDIX G (Related to Chapter 2 of Text)

Il0URLY WATER TC4PERATURE DATA QUAD-CITIES STATION August 1978 through January 1979 105

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147.' 79.J eC.! 74.6 es.3 9CL 77.9 74.9 8 .5 104.5 's .o 7*.9 79.9 79.J ICOJ 7s.. 15.0

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30. To.2 17.2 93.. IJ9.3 's .s 79.5 7*.? 7*.J 300 77.7 7e.7 *e.3 1;?.5 71.s 79.0 e0 0 7e.J 4C0 1s.3 77.0 *..e IJ9.? '7.e 7*.* 79.? '7.5 *CC 77.e 76.5 9e.1 Iss.9 77.5 78.0 40.0 77.6

$C. To.s 76.5 9,., 1.0.C '7.3 78.3 10.9 '7.. 50J 77.5 15.3 9e.2 1.B.4 77.h 78.* 43.0 '7.e eC; 17.* 76.6 9=.4 109.2 '7., 79.C 79.' 'e.= tCC 7e.w 16.2 9e.S IJ9.5 77.3 7?.7 e0.0 77.5 700 71.7 16.0

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30. +9999 76.0 91.7 Iw7.? ?o.1 7*.I 30.4 **v99 3CJ 75.5 74.9 9 L .e 1.6.1 77.1 77.4 +9999 *9999 400 *4999 75 .9 91.2 kJ7.0 '7.9 7a.g o g .a *ege3 ge, 75,g 74,5 9 g ,, Ige,g 77,; 77,y +9999 *ege9 5CJ **909 18.5 96.5 146.9 77.9 7'.9 39.5 +9999 500 75.9 74.1 91.7 1.5.9 77.. 7'.0 *9999 +9999 600 *9994 15.2 4J.9 1.6.4 77.5 7'.6 s0.4 **S99 eC; 75.w 14.0 94.o 1J8.6 77.J 77.C +9999 *9999 7Cs *9989 75.0 9J .5 1.6.1 77.5 77.5 s3.2 **9*9 7CJ 7%.9 13.6 91.e 145.9 77.. 77.C 899v9 **v99

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[ IAett 23. DAILY hafte 7 t p P F r6 A r um f (FI DAY..

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76.5 94.m 169.0 764 77.6 *v994 '9999 77.3 76.1 89999 2000 71.1 76.5 94.4 lic.0 7 6 . t. +9999 2100 76.0 16.2 93.5 1J9.3 't.4 77.5 76.2 *9999 210J 71.1 16.5 9e .5 77.6 *1999 220J 7e.. 76.2 93.5 139.1 7e.5 11C.C To .9 77.7 +909e *9999 17.4 76.2 *9999 2200 77.0 16.5 9%.5 230J 76.5 16.0 93.5 luT.5 76.4 77.5 76.2 110.1 7e.> 77.7 +9999 +9999

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+9999 CA 9999 -- INSTkunfmf *alfumCTILM

25. 0416V enfte TropfnAtunt (FI Dah. IA61E 26. D AILY haitt itPPEAAtuat (FI D&fa.

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55w 7e .5 75.5 92.e 149.9 7"*. 77.5 **o99

v99 00 7. 5 75.4 eg.4 IJt.e 7. 5 79.5 % 939 eo,e9 t0G 's.5 15.4 92.2 149.5 '**k 7'*5 '999*

'9, "IE l**3 79'I .J lse.6 7e.3 77.5 e9999 9999 1;g io.. 75.3 93.. 104.5 *e.. 77.5 e**** **98 100 7e.C 15.C 9. .J IJa.4 h. A 77.5 ov999 +99e9 nCw h.5 U .5 84.s 139.3 h.3 17.6 ***ve *998, eCJ To.A 75.C *1.9 109.5 h .2 77.5 e99,o **v9, Sc; h.5 15.5 9 2 .d 1.9.0 4.. 77.5 e989e **v9, 9CJ To.1 75.1 91.9 Iwt.5 % .3 77.3 +999e nego9 I twCJ 70.= 75.5 9**3 149.2 D** I'*3 *** **' 0 '**5 "*I 91 9 IO5*2 **1 37 4 '9 H* *9999 M e.. 25.5 9. 5 1.9.2 'n.. 7'.5 ov'** ***'* II C 7=.e 15.0 91.9 149.0 7..e 7'.4 +9=99 .*v99 N 1w8.5 h.. 77.5 e,0ve **v*9 liCG 7e.1 15.1 e.. 1;7.3 h .g lIgC i e)- 7e.2 15.5 94.2 e*+** 12CJ To.1 77.3 ey99e 7. . g=

13C; 'a.5 79.5 94.3 IJ9.6 7e.5 77.5 *v94*

ev99* **vH 1*0J 7e.2 15.2 92.2 137.7 7e.1 17.4 +9999 To.e m 1%Cs 4.o 76.C 93.s 109.2 To.2 77.6 15.2 94.3 IJ6.2 h .5 77.2 =9999 h .9 4 ISC. 's.* 16.1 9 4.% 1.9.C 'e.e 77.9 *iSv9 *%'i 15CJ 7e.4 75.1 94.4 3.7.6 h .4 77.2 os999 77.J Q leCG 77.. 76.0 93.6 109*5 4 .9 7'.7 ov999 895 % ItC To.5 75.5 9J.. 1J9.0 h.5 77.3 *9999 77.w g 110. '1.t 16.0 93.0 1G5.5 71.J 77.6 e99,9 ee9ev 1104 7e.e 75.5 g3.J Ig9.C 7. 5 77,3 og,99 77.2 16.0 9. 9 Iw9.5 77.J 77.6 *9 M *W99 teG 7e.t 76.0 93.a 1J8.5 %d 17.4 e9999 71.3 m teCG '1.6 27.e *99a +999+ 1900 7e.= 76 0 1,ea 77.0 76.0 9. 9 Iw. 6 109.5 77.s 77.J 17.e +9 % 9 +99H 2G00 h.7 75.9 93.2 93.2 iG8.6 108.7 h .4 h .5 77.5 77.4

.+999 77.5 2 2000 71.. 16.0 92.9

" 999 *99% 210C h.7 15.8 103.g

999e 77.. q 2100 77.C 15.9 9 J .9 105.5 77.0 l'.e 93.3 h.4 37,5 e9,99 77,g 2200 7e.9 75.6 94.9 IJ9.4 h .9 77.6 e9999 +9996 2200 7m.e 15.7 93.3 1c9. 0 h .5 77.4 og499 77,. ))

h.d 71.e e9999 +999+ 230G h .6 75.6 93.J 108.5 23cc h .g 15.5 9 4 .e IJ9.1 h.7 M99* +9999 2400 To.h 75.4 92.4

% .. 77.4 e9999 77.5 Q 2*C0 h .9 15.5 92 d Ic9.2 77.6 108.5 h.1 77.4 e9999 77.3 -y w L

[ TamLt 27. DAILY ha e te TappfEstunt (FI DATA. IAels 28. DAILY h. Tee Tc4PfRATUdf ift DATA.

Cuau-C!!!t5 51AffCh. 46Cu1T 47, 1978 CW8a*CITIt3 S T A T !i.h . A6CuST 29. 1979 m COOLING COOLING Z

q CANAL ----J C. R 5 7 d f A > SL45CAS--- CANAL ----JC.N5TntAp 5tmirn5--- g T1rk OP5tRt44 147 Art COLD Ol5 CHARGE A b C 0 fl*i Lv5! Ream INTa% COLD CISCMARGE A 6 C w g-END END ICJ h .5 15.5 9 2 .e 149.2 % .4 7'.4 +9999 77.3 100 75.6 14.0 94.2 +9999 h.3 77.6 *v999 h.. E 20s 7e.$ 15.0 92.0 IG7.4 h .e 77.2 +9899 77 2 2CC 75.5 73.9 gg .3 og599 'e.. 77.6 +9919 4.3 0 300 h.3 75.0 91.0 Is6.6 h.5 17.2 +989* 77.w 30V 75.6 73.5 94.2 +9999 75.7 77.5 e9999 h.1 g

0. 7e.1 74.9 81.5 Iwe.4 %.. 77.? *1999 4.4 404 '5.* 7?.5 92.3 %g9e 95.3 75,e e999e g,,

50J 'o.w 13.5 91.1 IJ6.2 he* 77.3 ***** 7e.. 50J '5*3 73.5 94.0 *v999 h .s 7'.7 +v999 'n.;

eCG '5.e 76.0 91.1 IJ5.9 To.w 17.2 *494* Te.) eCC 15.. 73.3 *1.4 9990 75.. 77.5 e99,o 75,3 0 1CJ 75.s 14.C 9 C .3 IJ5.5 76.1 7'.1 +9950 h .4 1% 73.. 73.2 90.9 e9599 75.5 75.5 +9999 3,3 m 600 75.o 14.0 89.6 IJ6.0 7e.0 16.9 *v998 7e.1 :CJ 75.0 73.1 9 J .e *9099 75.s 77.6 e9099 73.3 (f]

90w 75.1 76.3 59.o 1.6.5 .w 76.9 e9999 To.a 9CJ 73.9 13.0 9J.c e9999 75.. 77.5 e9ose 4 ,5 IJ0J 75.o 14.2 89.5 1s6.9 To.3 77.0 +9999 To.) twCw 74.9 13 0 o g .3 9999 *5., 77.4 9 99 3,5 11C0 75.e 14.C 9 9 .e 1.7.1 'o.J 76.9 +9999 7e.1 11C0 75.. 73.5 94.e e9999 75.4 7'.4 etode 5 9.e 120G 75.s 13.6 P 9 .5 IJ1.2 7 e .J 14.9 89999 7e.2 12CJ 75.3 13.8

1.0 +999e ?>.. 7' .5 e,99o ;..,

I!CG 75.5 13.e e s .. 1J7.0 To.a 17.0 +2999 To.s 13Cs 75.5 7*.9 91.G +9999 75.. 77.5 99,e 7e.;

1 0J h .e 13.9 ei.9 1.6.9 4.9 77.1 e9999 h.. I'0J 75=3 74.2 91.. 108.3 75., 7'.4 +9e9e 4.s 150J 75.7 14.? *J.* 107.0 's.s 77.1 *9999 7e.3 1500 72.9 14.6 9. 9 Iw9.6 75.7 77.5 *9999 7e.$

140C 75.d 14.4 9G.7 1J7.6 75.e 17.C eso9e 7e.. !*CJ To.G 75.C ei.1 I;9.3 7 5 .e 7'.e 999o 7.,,

1104 75 9 14.4 91.J IG7.6 To .s 77.3 *v998 h .e 17CC 7e.2 75.3 og.A 1;9.5 7e.1 7 .6 *v9+9 17.4 leC0 76.. 14.7 9 i .. 139.0 h .4 l'.2 e9999 h' leC. 7e.2 75.5 9d.3 110.0 h .4 7'.e esode 77.i 1900 7e.1 14.8 91.6 tw8.2 h.1 77.3 +9990 7e.9 190J 7e.J 75.5 96.2 11C.I h .J 77.6 +9H9 77..

2G00 To.G 74.9 9 2 .G IJ8.9 h .. 17.3 +9999 7e.9 2C00 7e.1 75.2 9. .a 110.3 4 .J 77.9 9999 77..

2100 h .J 14.7 92.5 3G9.3 h .J 77.3 e9999 h .e 2100 h .i 15.0 92.3 110.5 % .J 77.9 eS999 7,.

2200 h.G 14.5 9 2 .* 109.9 4 .0 17.3 *9999 h.7 220J h.J 74.* # 2 .1 110.2 h .1 77.* +9999 17.3 230G h .J 14.5 9 J .4 109.5 75.4 77.2 +9999 h.e 23CG h .J 74.7 91.9 110.4 75.5 77.9 *$o,9 77.1 2400 h .% 74.4 9. 5 109.6 75.e 77.3 +9999 4.5 2400 h .J 74.5 91.5 110.5 hw 77.9 9999 77.g e9999 UA 9999 -- LN57AunEnf "ALFuhC73GN

laeLa 29. 0Altv batte ftedfasfont til DATA. Ia81c 30. 0Alwy beThe fiapfAAftaf til DATA.

Cuaw-citic5 51 aitch. ahCwST d** 1979 Cuau-ClilE5 5 fail 6h. shCw31 30. 1970 COOLING COOLING CANAL T ie t L75I# tan th'A*L COLD

--- wC.niTEEAM 5t95Cn$--- CANAL ----JC*RiTAEA* 5t=5045---

C150>ANGE 8 6 C a ilmt t r 517 tam INiast CCLD C15 C ean GE a END a C w END 10J 15.s 74.5 94 .J 110.C 75.9 78.? +s999 Ta.s 75.5 2Cu 73.e IC. 14.5 91.4 110.0 75.9 70.6 *99,9 7e.6 16.0 91 5 100.0 15.7 78.3 '9ev9 Ta.s 2CJ 75.5 74.6 91.7 149.9 '5.5 79.4 *1899 30G 75.5 13.6

1. 2 't.5 1C9.* 75.c 7P.2 oveve To .= 3CJ 75.5 74.C 91.. 10*.5 75.7 7*.5 *v*v* 76.5

CJ '5.3 7?.4 *C.7 1.C.3 75.7 79.2 To.3 50J 75.L 7?.2

v9,* =0; 75.5 7?.6 St.2 I J 9.5 75.o 79.5 *+99* 76.5 9J.5 ILS.C 'd.5 79.1 +99,9 To.. 300 75.3 73.7 94.. 1.9.5 ?5.9 79.2 *v999 ?m.5 t0J 75 5 73.S ' J .1 149.5 75.) 79.1 *v994 76., stu 75.5 7?.5 9J.7 700 7=.3 72.6 ' 5 .7 1.*.5 79.1 IJ9.4 75.9 79.4 *v999 Te.o 75.3 *99se 's . a 70J '5.5 73.5 94.3 IJ9.C 7m.4 7P.6 ***** 7e .a 4C. 7=.9 12.5 99.1 10*.5 72.o 18.0 ***9* 73.5 *0s 75.3 7?.5 7m.g SCJ '5.. 7?.0 99.7 Iw9.0 75.5 79.0 *9*9* 7 2.*

J.1 tw9.C 19.6 '9899 To.s I 72.e vC. 71.5 *1 1.9.8 'a . J 79.? +9999 ?e.7 IGCJ 721 11.1 94.J 1.9.2 '5.o 79.1 +99,* 7) .

1.C. 75.s 13.9 9. 109.5 's.. 79.6 +999*

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11CJ is.S 73.5 *J.3 1C9.0 '5 . 7 78.1 +99,9 7e.i !! 0 3 77.J Pd liCC 75.4 16.1 9; .e IJa.4

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i .e IJ?.7 To.w 79.6 +9994 77.1 r-130w 76.7

'6 .s 7*.2 +999* 70 .3 12CJ 'n.a 76.9 91.2 1J9.0 'o.3 78.6 +9999 77.3 g)

To.. *i.J 109.3 To.s 78.? *v99* 77.J 1304 7 e .. 76.* 91.3 !.e.C ' .i

!=Co To., 7?.4 9... 149.5 7e.= 79.5 *995* '7.2 78.2 *99,9 77.. -j 1500 To.b 75.7 *L.5 1.9.6 's.2 78.6 ei9.9 77.m 1*0.

150;

'. 3 75 .1 91.1 1.9.0 's . . 79.2 *9998 77.5 Q 7e.t 15.7 9J.. 1.9.6 'n.5 16C. ' e .e 16.1 **.e 11C.1 't.) 79.7 *99,9 '7.s leC. 71.. 74.0 94.4 IJ9.1 'o.5 7*.? *v999 77.5 17CJ 7e.. 76.* 9a.7 ILO.C 7e .5 78.9 ov*ve 79.2 *99,9 7e.w 160J 7..w 170. '7.. 1e.? ts .3 11C.C 76.5 78.7 *t*** 's.L 71.. 76.5

1.7 110.2 7m .a Ta.9 ovo99 7s.J Icc. 77.1 7e.5 9J.3 110.5 D1 1900 77.. 76.5 9L.6 11C.5 76.5 To.5 79.? *s9f9 7e.2 2 78.9 *9999 76.J 19Cw 77.4 76.6 92.* 111.0 '6.m 7P.8 *9999 To.w 2;Cw 77.J 76.3 91.5 110.5 To.3 78.9 +9999 77.s 2600 77.0 q 2tCQ 145 76.0 76.4 92.7 110.0 76.5 79.6 *9999 76.s 91.6 11C.6 *6.3 79.8 +99ve 77.3 2100 7e.7 110.7 2200 To.* 15.5 91.o 110.6 16.4 92.7 76.2 78.5 ov949 '7.5 33

'b.U 78.9 ***99 77.2 2200 7e.5 76.8 92.6 11C.5 76 3 g, 23CC 76.J 75.4 91.5 110.5 76.3 79.7 78.3 +9999 77.* Q

+99d9 77.0 23CJ 76.4 76.4 92.3 11C.5 Tm.w 7 9 . ,'

ps h

2%0J 75.w 75.0 9a.5 11C.6 76.* 19.6 +9999 76.7 2*00 70.0 76.2 92.3 11C.0 '6.J 78.1

9999

+9999 77.2 77.J g

Iaelt 31. CA16f h.Tce y=vs.aTedF ffi 047..

Owf -Lft!L! !Isil a. a. cost 31. g979 m COOLING Z

CANAL --- wC.41 TEE.m Sc45045---

flat L7 5 ga t am INT.*t COLD Cl5CHA*6F a 8 C w F END 100 16.. 79.9 94 .4 110.1 75.o 79.0 '9999 U) 7s.9 2C. 72.v 15.4 91.9 1.9.7 '5.9 78.C +99s* 7e.9 [)

300 73.9 15.3 *..o 1;9.6 75.9 77.9 '999*

76.9 UI

=0. 's.e 15.1 *1.> 140.? '5.o 79.0 77.J

50. 75.e 76.9 91.. I.9.9 'b.9 18.0

+999*

av999 77.1 2

e0; 's.: 75.1 9. 7 144.0 76.w 78.2 ove99 O it; 72.t '7.3 1*.0 9..* 105.4 70.. 79.2 83999 R) cC. 75.o 77.. y) 75.1 90.3 1.9.0 7a.J 79.3 *v999 77 1

10. 7o.s 75.3 90.4 1.8.a '6.s 79.2 *v*99 '7.3 1C00 7e.. 75.? 9J .7 10'.9 'a.. 79.0 '9999 '7.5 110; 's.. 75.9 *L.4 1.9.C 't.. 7a.I evea9 77.5 12CJ 7e.2 76.' 'd.) 1;?.I To.s 79.1 *9990 130. To.7 77.5 7e.' O. 9 IJ9.7 To.3 18.3 ove99 77.9 1%0. 71.. 7'.? *2.2 IJ9.4 To.5 79.5 +999*

150. 77.. 7 ' . *.

?*.2 "J.5 1.9.7 702 79.6 +9999 78.5 teCC 77.. 79.0 93.9 liO.6 7o.o 79.7 +v999 7,.s 170; '7.2 14.0 93.>

ltC. 77.3 110.* To .o 7*.' *v999 'o.=

79.0 'J.3 110.5 's.5 7P.' 899,9 75.2 19CJ 77.J 77.6 9J.2 11C.6 7e.3 2CC0 7e.e 77.1 Ta.6 *9990 77.6 92 .s 11C.5 '6.J 79.6 *9999 77.5 21CJ . 76.5 76.6 94.5 11C . 3 76.J 79.5 *9999 77.*

220J 1e.2 76.3 94.5 110.0 75.9 78.5 '9998 22C; Te .C 77.2 76.0 es .2 11C.0 75.7 79.? +9999 77.w 24Ca 'e.w 75.7 *1.8 1.9.5 '5.9 18.4 *9999 77.J

ve99 Ca 9999 -- th5 740M EN T WA L FUmCilwm

isett 32. CAILv .Affs YfrFEasitaf IF) CATA. IAftt 33. DAILi b8Ttt TE*8EAAILRE fil CATA.

D wa 0-C I T IE 5 STA!Iwk. SEPitroEA 1. ;c1F CwAJ.CITit$ STai!Ch. 5f 77E*6f 8 2. 1814 COCLING COOLING CANAL ----CCah57AEAP 5ENSCAS--- CANAL ----0Coh57&EA* 5ENSCA5---

Tart Lp51stan thTAFE COLD C15CPA86E a a C w TIPE LP!!stap th1AsE CCLD CISCPARCE A 8 C w END END ICC 76.C 15.5

1.5 IC S .4 75.8 7e.3 +9899 77.3 ICQ 75.1 74.C 99.7 I C 1.1 75.0 77.5 *9999 76.3 iCC 7 4 .C 15.6 *1.3 109.C 75.9 78.3 *9999 17.2 JCC 75.C 73.9 85.7 3 C * .1 75.0 77.5 +9999 7e.0 3C3 76.C 75.3 91.2 109.4 7m.C 7*.3 '9999 77.3 30C 75.C 73.6 89.5 IC1.9 75.1 77.5 *9999 76 1

CC 74.C 7f.1 91.; 3C9.? 76.3 79.4 *9999 T7.5 *CC 15.C 73.6 t s .5 75.1 7T.e

!CC *e.; 15.0 9; .5 1;*.* 76.; 89998 IC1.5 *9999 76.3 79.4 77.6 SCC 74.5 1?.5 ? S .i 75.2 77.4 eC le.C 15.C 9; .5 I C f .* 76.L 78.5 +9999 77.5 IC1.5 '9999 16.4 tCC 1*.9 13.5 '9.0 107.5 75.c 77.4 +9999 76.4

CC *e.1 15.C 90.2 1;!.5 To .O 79.5 8909* 77.* iC; 14.5 i?.5 85.7 ICT.C 400 7e.C 75.0 89.6 1Cf.C 76.J 78.5 89*9* 77.2 ec;

'5.1 17.4 +i59' 76.1 79 IC7.C 75.1 SCC 14.1 15.2 89.4 ICS.! 76 s 79.5 '9999 77+J SCC 14.6 73.3 13.2 94.e P9.0 106.* 75.a 7T.1 77.1

9999 89999

?e.J To.;

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ICCC 76.6 1*.5 9 C .; ICf.C 76.J 79.* '9999 77.i ICCC 16.t 13.5 95.5 IC t .$ 75.C 77.C *9999 lo.d

)

11CC 7e.5 15.9 90.3 1Ce.C 76.s 7?.' +9999 77.a 11CC 75.C 13.8 99.8 107.C 75.J 77.0 +9998 N

liCC *t.* 14.? 9 C .5 I;f.1 76.; 78.5 *9999 77.- IdCC 75.i 16.4 9 C .5 IC7.2 75.1 77.0 *9999 7e.i

7. 1 r-13C; 7e.5 16.5 9C.3 3C7.! 76.6 79.5 '9999 77*- g) 13CC 75.e 14.7 91 2 IC7.3 T5.1 77.C *99?9 7s.) 4 14CC it.1 It.9 9;.4 1C9.2 76.. 73.* *90*9 17.5 14CC 15.5 15.0 92.C IC7.5 's.i 7?.C +9999 7..%

1500 74.5 77.3 9C 5 ICf.? 16.2 79.4 *v999 17.0 15CC 15.5 15.3 92.5 ICf.4 75.3 77.C +9999 '6.5

()

1 SCC 7e.9 17.0 9C.5 109.7 7e.; 78.3 89899 77.) ItCJ 15 . t 15.4 92.9 1CS.6 75.2 77.0 89999 'e.i 4 17CC 7e.5 it.7 9 C .4 1;f.c 75.9 78.? '999c T7.5 17CC 75.5 15.4 93 3 ICf.e 75.3 77 C *i499 7e.5 IgCC 74.5 16.4 9C.i 109.C 75.7 78.4 +9990 77.3 !$CC 15.5 15 3 93 1 109.3 75.i 77.C '9999 7m.5 R1 ISCC it.1 16.2 9C.C 102.5 75.5 18.1 *9999 77.. 15CC 15.1 14.9 ;P 93.5 109.4 75.; 7'.C +9999 To.2 2CCC 75.4 15.6 9 C .3 Ic e .5 15.5 78.I +9999 7e.7 2CCC 75.C 14 5 $ ? .4 ICS.4 75.C 17.C *9999 76.J g

23CC 15.e 15.3 90.4 1C8.5 75.3 78.0 *9999 To.5 21CC 74.8 14 0 9?.4 105.3 7*.4 76.7 +9999 2200 75.4 14.9 9C.4 ICE.C 75.1 77.8 '9999 76.3 2200 74.7 73.6 93.5 75.s D IC9.4 74.7 76.7 89999 2300 15.4 14.5 $C .4 ICs.! 75.J 77.6 *9999 76.2 23CC 14.5 73.5 93 .5 1C9.4 75.e ()

9C.0 75.C 17.5 74.s 76.7 *9899 75.5 g r, 24CC 15.i 74.4 ICf.1 +9999 76.J 24CC 74 5 11.1 93.3 IC9.C 74.6 76.4 +9999 75.5 Fa 18til 34. EsILY mA7(p it>FE8 Aft 8f ff! CATA. h tn 18ttt 35. CalLV HATE 8 ftP8EB87t8E til CATA. pg C LAJ.C I T IE 5 f f 8 f !Ch . StPTEPoEs 3. 197a CLA0.ClitE! !Tatich. SEPfirsta 4 1573 COOLING 7

COOLING CANAL ----0 Con 5TRFA* ScN50us--- CANAL ----0Ch457AEA* 56450R5---

flPt L9518 tan ikTant COLD 015CPanCE A o C 0 flPt LP5t# tam th7ARE COLD CISC*ARCE e I END A C J fND UI ICC 74.5 13 .-C 93.C IC9.C 74.6 76.4 *9999 75.5 1CC 15.8 15 0 89.5 IC4.e 75.5 77.9 +9999 76.e 2CC 74.5 73.0 93.0 1C7.* 74.a 76.4 +9999 75.9 iCC 75.5 14.6 (3 89 1 IC1.6 75.e 77.9 *9999 76.6 -

3CC 16.5 13.C 94.8 IC1.1 75.C 7e.i *9999 76.1 2CC 75.4 14.5 84.6 S7.5 78.C El

=0J 7*.7 71.C 92.5 75.2 16.' 7e.2 400 76.6 '9999 76.6 Ice.9 +9999 75.5 74.3 88 1 94.e 76.5 78.C +9999 7e.5 2

CC 14.4 72.1 92 .5 ICt.1 75.4 17.C +7*99 76.5 *CC 15.5 14.0 87.C tCC 15.C 13.1 Si .! ICt .e 75.5 17.C ***99 7e.7 eCC 75.* 14.C t'.e 94.5 95.5 76.o 79.0 +999* To.5 f) 76.e 77.9 +9999 7e.i R1 1CC 75.1 13.6 91.5 14e.5 75.5 77.C '9999 70.3 7C; 15.t 14.C 93.3 93.7 76.m 79.C '9995 (CC 15.4 13.6 9 C .7 1;t.C 75.5 7'.? *9999 76.5 U)

'6.9 ECC 15.t 14.0 S C .8 92.5 76.6 79.0 *999* '6.5 SCC 15.5 74.0 91.1 ice.C 75.6 77.? '9990 77.s SCC 75.6 74 5 79.5 92.C 7e.1 18.1 +9099

~5.4 76.5 ICCC 14.4 91.4 106.5 15.6 77.4 89999 77.. ICCC 75.5 14.9 19.4 91.9 76.6 78.2 89990 7e.5 11CC 75.8 14.9 91.5 ICt .? 75.5 7'.? '9999 77.1 11CC it.C 15.1

C .C 91.4 16.6 19.2 *9999 liCC 7c.C 15.5 91 .3 1Ce.9 '5.8 17.5 +9999 77.= 16 . e 12CC 7c.1 it.6 9 C .1 91.7 76.6 75.2 '9990 76.1 76.e 13CC 15.9 91.2 10 e .! To.0 77.8 +999* '7.5 13CC 7e.1 it.6 8 C .6 9?.C 75.6 78.2 *9999 14CC it.5 7t.1 91.2 7e.6 1Ct.5 76.3 17.8 *9999 ?7.5 14CC 74.4 11.7 82.0 94.4 76.e 78.2 *9999

!!CC 7 t .5 14.3 91.0 10t.5 76.5 78.C +9999 77.5 !!CC 74.4 18.0 To.J.

ItC; 7c.e it.6 91.C IC t .5 '6.* 7*.C +9999 82.5 55.7 76.7 10.1 +999* to..

77.e leCC 76.5 16.8 to.C St." 76.9 7e.1 +9990 76.e 11CC it.t 76.8 90.9 107.0 76.3 79.C 89990 77.e liCC ~4.4 80.5 8=.5 97.C 77.0 78.2 +9999 To..

1800 7e.8 16.9 91.C 107.? 76.8 79.C '9999 77.5 1600 76.4 19.8 85.4 97.2 76.9 7e.1 *9990 76.0 19CC 16.c 16.6 91 1 IC7.5 77.0 7?.1 '9999 77.3 19CC 16.*i 81.0 25.4 97.9 16.1 16.1 *9999 76.6 2CCC 7 t .5 14.5 9 C .9 101.4 76.9 78.C +9999 77.2 iCCC it.C 79.6 85.6 9e.C 76.6 78.1 *9999 21CC 76.1 16.5 14 0 S C .6 IC1.4 74.e 7*.C +9999 77.J 21CC 15.4 6C.C f 5.4 SS.C 74.4 18.C '9999 76.5 2iCC 1e .C 75.7 9C.5 107.C 76.7 78.0 '9999 77.; 22CC 15 . t 15.5 23CC 76.C 75.5 9C.C 1C4.8 76.5 77.9 +9999 76.7 2300 86.0 98.8 76.3 78.0 +9999 76.4 75.5 78.0 86.C 99.7 76.2 78.C +9998 76.4 2*CC 15.8 15.2 e 9 .8 IC5.8 76.5 78.C '9999 7e.7 24CC 15.4 16.6 85.5 ICC.4 76.3 77.9 89999 76.3

+5559 Ca 9999 -- th57RLPE AT PALFLhC TICh

18 tit 36. CAILv TATE 8 TE*8EssitaE Ifl CATA. l8dLE 37. CA!LY bATER TIPPERaitar (FI CATA.

Coas-Cit!E! !!aTIwn. 5EPTEmbE6 5. 1515 C6AJ-CITIES 3ratich. SEPTEm6ER t. Isle COOLING COOLING CANAL ----CCon57 REAP 5th5CR$.-- CAMAL ----CChastaEA* 5th5CR5-==

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$ la8tf 38. Caltv h&TER Tc'5EEATLAf ift Cafs. IABLi 39. DA!6Y MATER TE*P E A AILR F IFF CATA.

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COOLING *4 CANAL ----CC.nStaEAr sewscas--- cAsAL ----at. 5faEA* sch5Cas--- >

Tipt LP51stan thTAut CO LD C15CranGE a 6 C J TIPE LP5t# TAM thTAKE END COLD U15C*ARGE a 8 C J I END 100 15.C 74.1 9C.6 106.4 76.C 7m.J g}

77.3 '9999 ICC 75.1 75.2 94.3 1C9.5 76.5 76.8 +9999 76.5 g)

JCC ~5.0 14.0 90.5 ICt.5 76.2 77.C +9999 7o.J iCC 15 . t 15.0 94.C Ice.! 76.6 76.9 *9999 70.4 --

3CC 15.C 12.9 9C .C ICt .5 76.2 le.9 *9999 76.J 3CC 75.4 15.C 93.5 1C0.3 76.9 74.9 +9999 '6.5 D1

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aCC 13.9 89.7 92.9 ICt.1 77.C 77.2 +9999 To.7 {}

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'9999 76.5 23CC 17.3 17.3 90.2 1C4.0 78.C 77.8 '9999 7e.a 75.7 94.5 1C9.C 76.5 76.9 +9999 76.5 24CC 77.2 77.1 91.5 104.4 78.C 77.9 +9999 78.C oggis (6 9999 -- th5tRLpfht *AlfthCI!Ch

IAels 40.DAILT >Afte YeaPERAILAE ff] CATA. TA8Li 41. CAILY hafte TE**EAAftaE (FI OATA.

CLAJ-CITIE5 STATION. 5tpitpofa 9 1978 CwAJ-CIT!t5 STATION. SEPTc=6ER 10. 1975 COOLING COOLING CANAL ----6Cmk57aEAP fih5Ca!--- CANAL ----CCan57aEAP sih5CAS---

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19CC it.9 oC.0 95.4 112.C 79.1 78.9 +9999 79.1 19CC 19.6 60.9 95.C 111.3 79.7 7P.6 89999 8J., ;P 2CCC 78.5 19.7 95.3 111.5 79.0 18.7 89999 79.a JCCC 79.5 &C.6 9 5 .C 111.5 79.6 78.7 +9999 79.9 ilCC 16.5 19.3 95.2 111.4 79.0 18.4 +9999 79.J 2100 19.3 8C.6 95.C 111.5 79.5 78.6 *999e 79.9 !$

22CC 74.5 19.C 95.4 111.5 79.0 78.6 *9999 78.9 iiCC 19.2 6C.1 95.3 111.8 79.5 78.4 +9999 79.4 ])

23CC 79.4 18.8 95.0 111.5 78.8 18.6 89999 14.7 21CC 19.1 19.7 9 * .C Ill.7 79.5 78.4 +9999 79.4 []

24CC 78.1 16.6 94.9 Ill.6 78.7 78.7 +9999 74.7 24CC 78.9 19.6 94.4 111.4 79.6 78.4 +9999 19.7 g H L

[3 1A8tt 42. CAILY maYte 'EparaATLat (F) CATA. TABLE 43.CAILY bAft8 TEpptasilRt IFI CATA. 3 CoAJ-CIfits STATION. 5EPTEustR 11. 197? CwAO-CITIts STAi!Ch. SEPit"8EA 12. 1978 Ul COOLING Z

COOLING -(

CANAL COLD

---.CC*n5TREA* Sth5Ca5---

J CANAL ----CChaitkEA* Sth5CRS--- >

Tipt LP538EAM IhTAnt CISC>A#GE A 6 C TIPE LP578EAn th1ANE COLD CI!CPARGE A 8 C 0 ("

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2CC 18.5 19.7 94.1 Ill.C 74.3 79.2 +9999 79.8 2CC 14.4 17.1 84.5 ICf.4 77.9 79.7 '9999 94.4 g]

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taste 44, CAI6' .AYta ftPPERAttaf '53 3ATA. IAtti 45, Cal 4f hATEP YtPPfaA7 Lag (71 CATA.

GwA6-(Illis 5fAflCD. 5EpitpsEa 12. 191e CwAJ-C I TIE S S T Ai!CN . SEPit*8Ek 14 1979 COOLING C00LONG CANAL ----JC*n5fAfAM 5fN50R5=-- CANAL ----CCen$7&EAP $Eh5Cn5---

IlpE L5: 15 tan Ih1ARE COLD Cl!CPARGE 8 8 C 3 flPE LP!IntAn IhTARE COLD Cl!CPAPGE A 8 C 0 DD END ICC i t .4 71.0 9*.1 104.7 78.4 79.6 +9999 8J.5 400 76.5 15.7 94.6 10?.9 76.9 78.5 *1999 79.2

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11CC 11.5 15.7 95.4 1C5.2 11.4 10.9 *9999 79.e 21CC 16.2 14.9 99.9 IC2.6 76.5 77.9 +9999 79.2 13 JJCC 11.C 15.5 95.3 IC5.C 77.2 78.4 89999 79.5 22CC 15.9 14.5 89.9 IC2.5 76.3 17.e 23CC 76.9 15.4 95.4 1C5.C 71.1 78.4 +9999 19.5 23CC 15.5 74.C

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c1 IA8La 46. DAI6Y *ATER TE*#IRATLRE fFI CATA. IABLE 47. 0 ALLY b4TER TEPPERATLAf (f) CATA, f]

CuAs-CIIIt! s ta t ics. $fpff*BER 15. 1979 CLAC-CIIIES STATIC 6. !fF7tP6E6 1*. 1978 2P COOLING COOLING

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77.5 +9999 78.5 iCC 13 1 11.C 92.5 ICI.e 74.5 75.4 89999 76.6 ny 3CC 14.4 12.7 19.1 1C1.9 75.5 77.3 +9999 76.2 3CC 13.1 1C.9 131.8 14.5 12.3 74.5 75.6 +9999 ?e.5 gr 4CC it.5 8 9 .C IC1.t 15.5 77.8 +9999 14.J 4C0 73.C 1C.6 91.5 IC1.e 74.5 75.5 '9999 76.5 iCC 74.5 12.4 e 6 .9 IC1.5 15.4 77.C *v999 77.9 SCC 13.C IC.6 1C1.9 eCC 14.3 72.1 9 9.C 1 C 1.5 75.* 76.9 +++99 77.e 91.6 74.5 75.e *9998 76.5 II eCC 11.C TC.5

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+9999 2300 73.3 71.0 93.4 IC2.e 74.6 75.4 2 sos 71.5 92.4 IC2.t 74.9 76.C +9999 76.9 24CC 73.5 7C.9 89999 76.5 93.5 IC3.C 72.5 +9999 *9999 76.3

+9999 CA 9999 --

Im5fRLPEh? PALFLkCitCN

IAett 43. CAILv bate fgepfa#TLaf fff CATA.

TafLE 49. CAILT ba Ti p TEppER#TLaf (fl CATA.

C$AC-CIIIES !TAllLD. SEPitetta 17 191t C LAC-C lilE S fi A lich . SEPTEP6Es 18. 1978 COOIING CANAL ----g C o p. 5 7a ( A P $tN5Cd5--- COCLING flPE L75tagag ImiapE COLD C15CPARGE A 8 C

CANAL ----GCth57 REAM SgN5C45---

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GC*41TREAP SEN5C45-== D END A 8 C J I END ICC 11.2 11 4 94.6 9?.4 71.6 +9999 '9999 72.1 ICC I2*' 12*9 82.9 94.5 g JCC 11.3 11.5 24 .2 95.5 71.9 89999 89g99 72.2 2CC 72.5 72.3 89999 89999 71.J 3CC 71.4 11 .6 93.9 95.9 72.0 *9999 *9999 72.3 3CC 72.*

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'9999 +9999 69.5 89999 C5 9999 -- INSTalpEni Patttacilch

taett 52. CaI6v 6ATEe TippedsitaE git Cafe. 18411 53. CAlty mo ti e TEP8EsaTL8f IFl Cats.

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+9999 CA 9999 -- INSTRUMENT PALFuhCTICN

IJtte 56. Calev haftB 7tPPlasttaf (FI CsTA. latte 57. CAILY HATER TEPPtositdE 171 Cafs.

Cua c-C lilt ! 5taitch. SEP'EPsfA 25. 1979 CuaJ-CIIIE5 5taTICh. 5fPit*8EA 26 1978 COC LI!.G COOLING CAxAL ----at.asinfa= 5cmSCd5--- CANAL ----0CensTAtan sin 5CA5---

TIPt LF!15 tan th1AFE COLD Cl!CtA84E A 8 C v flpt LF!Ittsp th'a#f COLD Cl!CPAEGE 8 8 C J END END 1C0 45.7 64.7 s o .9 1C1.6 67.4 65.9 .6.4 65.5 1CC 44.9 63.5 83.6 99.5 e6.6 e5.2 e5.5 65.5 2CC 65.7 44.8 ?6.8 101.7 67.5 65.9 66.5 65.7 2CC 65.C 43.5 9 3.a ICC.C 67.e e5.1 65.e 6e..

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1173 56.s 29.5 95.5 13C.6 +9919 1833 57.8 N 59.2 19.1 53.. 57.2 56.8 94.3 133.3 5s.7 *3769 57.7 57.7 1J00 5e.3 50.5 85.3 130.1 59.2 e6939 51.9 6, . 3 1233 57.1 56.7 94.7 133.1 r=

56.4 e499e >!.T 57.6 gy 1100 5v.. 56.5 * ) .4 10C.3 59.1 +9099 5 7 .* 6J.3 1300 57.. 54.5 94.6 99.6 56.5 +4969 1*c3 59 1 59.4 PS.4 99.7 57.1 *i9d* 57.7 63.3 1*00 57.3 56.9 8,.9 99.9 56.o spo9e 55.6 57.. -(

1503 59.2 54.5 95.4 130.2 59.1 +9999 57.* es.3 1503 57.1 57.C 85.1 10C.0 5. 7 **999

$5 5 55.7 57 5 57.5 0

1 00 59.. 59.5 es.4 99.7 53.1 *1919 i'.9 5s.3 le30 57.1 57.2 65.2 130.7 56.8 *9999 55.8 'o 7 59.1 11C3 59.5 96.3 99.6 59.4 89999 57.e 63.3 1733 57.2 57.4 82.5 130.3 5m.7 59.0 59.4 89999 55 M1 ItC) 53.3 99.2 59.0 '999* 57.5 SJ.J 1o33 ?7.1 57.2 85.m 130.7 5m.s *a998 55 ,5 p 1903 54.9 59.1 93.4 79.1 59.0 *e999 57.' 59.s 1500 57.1 56.9 95.5 131 0 56.5 '7999 55.7 2003 54.7 58.1 93.7 39.3 59.3 *3939 57.4 59.4 2003 57.0 57.2 56.5 95.3 133.3 $b.5 *1979 55.3 57.. !b 2100 59.G 58.7 84.3 99.7 58.7 *3999 57.2 59.1 2A03 56.8 56.2 85.i 130.3 2200 54.5 59.5 93.3 99.4 55.6 *9999 57.C 59.t 2203 56.7 56.4 +9999 55.e 57.4 33 56.0 85.2 130.4 56.3 *7939 56.7 2300 58.4 56.2 95 4 99.C 58.5 *9999 56.7 54.3 2300 56.7 55.9 95.4 130.5 57.4 Q

>d ;*00 54.3 58.1 33.7 96.9 58.5 *7999 56.5 54.3 2*00 Se.4 55.8 85.3 10C.5 56.3 56.3

3999

+9999 56.5 56.3 57.3 57.2 g

O fa8LE 68. 0416Y e4ftA ff**E4STU4f Ifl Cat a. IaBLE 69. CAILY e4TER YE*PEtatuAt (FI 3ATA.

Cua 0-C I T I E ! S TA !!Ch. QC TCSE n 1 1978 QJ43-;tT!!5 STaft39. 3Cf35E4 p]

8. 1879 g COOLING COOLING CANAL -4, g

3Coms7tEs* Sim5045--- CANAL ----0CogsfaEA* 5t N 504 5 ---

?lpE LP518t4M INT 44E COLD DISCwanGE A s C 0 Ti4E LP5tREA9 IsTatt p-COLD 015 CH AA G E A 5 C a END' END ISO 56.4 55.7 85.3 130.5 55.3 +9999 56.C UI 5e.3 133 54.5 54.0 96 0 100.0 200 56.2 55.1 85.5 10C.* 54.9 +9999 55.9 55.9 200 54.2 51.7 54.5 *#999 55.2 54.5 0 300 56.2 55.4 85.5 133.5 55.3 +7919 55.4 99.0 54.5 *1999 55.2 5*.2 433 55.8 55.6 300 54.2 53.4 85.5 99.8 54.3 87999 $?.1 54.2 5m.1 55.3 65.7 500 So.J 55.2 e5.7 IJ0.9 130.7 55.2 55.3

)199

++999 56.0 56.0 55.5 *00 500 5*.0 53.1 2 5.J 99.8 54.3 *)tte 55.2 54 2 2

=03 55.6 54.7 05.7 55.3 53.9 53.3 93.5 95.2 54 1 *1999 55.5 5. 3 EI 130.5 55.1 *1999 5e.0 55.2 n00 53.s 53 0 93 2 700 98 1 5*.* *3999 55.7 53.5 UI 55.7 54.9 95.5 13C.9 54.9 +9999 55.7 55.2 700 53.7 53.0 92.4 97.2 400 55.6 54.5 55.4 130.5 +9999 54.3 +3979 55.0 53.5 UI 54.9 25 .9 55 1 800 53.5 52.4 933 55.5 54.2 55.2 100.5 54.s *1939 54.9 55.2 900 82.5 97.7 54.2 *9899 55.5 $3.3 53.5 52.4 82.4 99.0 54.3 1.00 55.5 54.2 95.3 131.0 54.5 *7*39 56.3 55.3 la33

)199 55.9 53.5 53.5 52.7 91.9 97.8 54.1 1100 55.6 56.5 85.7 131.0 54.9 87999 56.1 55.5 1103 53.9

1999 5+.C 53.7 52.9 92 0 95.5 56.3 1200 55.7 54.7 95.9 131.2 54.1 83999 56.2 5s.5 1200 54.3 53.2 54.3 *il19 54.2 82.9 19.9 54.5 *d999 56.2 5*.2 1300 $ 5.2 54.7 95.3 131.1 54.a *7999 56.2 55.5 1300 5=.2 53.8 1433 55.2 55.2 95.4 131.1 83.4 99.0 54.7 *9999 56.2 **.5 55.3 +9979 55.3 55.5 1*0s 54.4 54.2 e*.2 99.6 54.5 *7977 15C3 55.3 55.3 95.5 131.3 55.1 +7999 56.2 55.o 1503 54.7 56.7 94.4 56.5 s. 5

!=00 55.3 55.3 99.6 55.3 +9999 55.7 5..a 85.6 101.? 55.2 *9999 56.1 55.* Im00 54.8 55.2 94.9 1700 55.3 55.3 95.8 131.7 55.2 *)737 99.9 55.3 +3999 55.9 55.2 56.4 54.m 1700 55.3 55.3 25.5 130.3 55.3 1400 55.3 55.3 86.3 131.5 55.2 *99,9 56.1 56.7 1*0G 55.2

+4999 56.e 53.3 1900 55.3 # 5.4 1C1.C 55.1 +9999 55.7 55.3 55.2 55.0 86 0 131 6 55.3 +9999 55.3 56.4 1900 55.3 55.2 8 5 .e 133.3 2300 55.2 55.3 96.1 131.5 55.3 *9999 56.0 55.4 2333 55.3 63999 55.7 55.*

55.2 54.9 85.9 130.6 55.0 +9999 2300 55.G 54.9 e6.3 101.6 54.e *9999 55.8 55.2 2100 55.1 54.8 56.3 53.3 2200 86.0 130.6 54.7 +7999 56.0 55.3 54.9 54.7 86.3 131.8 55.3 *1999 55.6 55.0 2200 55.0 2303 54.7 54.5 86.3 131.7 *t999 54.7 96.3 130.1 54.8 *9999 55.7 55.3 54.7 55.5 54.7 2303 54.s 24.5 10C.8 2400 54.5 54.2 96.0 131.0 54.5 *#999 55.3 2400 us.7 56.7 +999* 55.5 55.3 54.5 54.6 54.5 85.7 130.8 54.5 *9999 55.4 55.5

9999 CA 9999 -- t h57RLnEm T 44LF U40 T!;N

TABLE 70. OAlty *Afte T1*Pfaattet tF1 SATA. r a a t t 71. CAiLY WATE8 *E MPE AA TLLE (FD OA74 GJtJ-;liti5 5 TAT 134, 3Cr05E4 9. 1979 CJaJ-Cifl(5 5f4TI34. 3CT3bE4 1C. 1979 CDCLING CCOLING CANAL ----JCm45Tatap $th$CR$--- CANAL _

J C t h 5 f a t a p 5145CR!---

Tant UP5tata9 ttTA't CCLD C15CraaGE A 5 C 3 Tipt UP5f8E49 IgT Att COLD 015CMARGE A 5 C J END END 133 54.5 54.3 95.7 131.0 5*.5 +1979 55.3 55.2 103 54.9 55.3 97.2 112.0 55.1 *9999 55.5 55.J 203 56.3 54.0 86.G 131.1 54.* *)*99 55.0 55.2 20G $4.7 53.5 b 3.2 132.3 54.2 *3999 55.5 56.8 300 5*.2 54.0 P6.3 131.0 54.5 *t999 55.2 5. 7 300 5%.* 53.7 99.0 13?.0 55.0 +9999 55.5 54.5 40J 5=.1 53.7 25.9 133.0 54.3 *a33* 55.2 5..? =CJ 5=.5 56.5 99.0 132.3 55.3 *p479 55.5 54.5 503 5 = .J 53.5 85.9 133.9 5. 2 **499 55.? 5*.5 50J 54.5 56.4 18.7 131.7 5 5 . 'J 89999 55.5 57 o?) 5..L 5 2 . '. Sm.3 131.3 5 .e *19e9 i5.4 5. 3 m33 54.5 56.3 59.7 132.0 54.9 +9989 55.6 54.7 704 53.s 53.3 96.5 131.2 5+.2 *1999 55.6 52.5 700 5= .5 56.3 es.5 IJ2.5 55.3 *7939 55.7 56.7 800 5 3.a 53.2 f o .= 100.0 5 .. *9999 55.* 53.= SGJ 55 56.2 Pt.5 102.1 5*.9 '9999 25.9 5=.7 I

03 53.7 53.2 Pa.5 133.9 54.5 *3479 55.5 53.9 903 56.5 54.2 84.7 132.2 55.3 +1379 56.0 fv.s )

133J 5 %.

53.? 57.J 111.3 5%.S av999 5 6.C 53.s 1300 5. 5 56.! 9t.m IJ2.5 55.1 +9999 55.8 59 pg 1133 5... 53.5 f 7.5 131.5 55.3 849)* is.3 5. 2 110u 5*.7 54.3 ss.7 132.3 55.3 *1999 36.3 Si.3 r=

1253 5 % .. 53.3 97.1 I?3.5 55.2

acte 56.? 5... 1200 5= .7 54.3 fl.s 132.2 55.3 *#999 5! .? 55.3 p1 1300 5. 5 Sa.? *s.9 1CC.C T5.i *9995 36.* 5. 6 1334 56.8 53.2 96.9 102.8 55.2 e6499 56.0 55.3 q 1*CJ 5*.* 5*.7 99.3 131.5 55.2 *pDDD 5s.4 55.J 1=00 56.6 $3.6 99.2 132.4 55.2 *#939 56.0 153J $b.9 54.3 93.3 131.3 85.4 *iS99 it .? 55.1 1200 56.4 56.9 89.2 132.4 55.3 +9999 56.1 55.1 55.1

()

1693 55.) 55.5 99.5 132.3 55.2 *7969 56.3 55.3 le0J 55.C 56.2 9 9 .* 132.4 85.3 +1949 55.2 55.2 1700 55.1 55.5 *a.7 131.0 55.5 *.999 26.? ?S., 17C0 55.0 55.3 a9.7 132.5 55.6 *a 99 9 Se.2 55.2 n1 190J 55 4 55.5 99.h 131.5 5 5., *4999 5 6 .? 55.5 le00 55 0 99.8 132.6 55.2 *9999 1500 55.2 55.2 9J.2 132.3 55.5 *39)* 26.3 55.5 15CL 5 s.J 55.0 55.3 97.9 132.6 55.3 *#939 56.1 56.1 55.3 55.3 2

2J33 55.1 55.3 9J.5 IJ1.5 55.2 +3939 25.2 55.3 2333 55.1 55.3 87.5 IJ2.7 55.3 **999 g

56.0 55.3 --

210J 55.2 55.3 9J .1 IJ 1.7 55.3 +4979 56.1 55.3 2100 55.G 54.8 89.4 133.0 55.2 *9999 56 0 55.2 D 2203 55.1 55.2 99.5 132.0 55.2 *d998 56.0 55.2 2200 55 0 54.5 83.5 132.4 55.2 **999 55.8 55.1 ()

2300 55.0 55.2 99.3 IC2 2 55.2 +9999 55.3 55.1 2300 55.0 54.6 89.2 102 1 55.0 *t999 55.7 55.3 gp g, 2600 55.0 55.2 89.2 132.0 55.1 e4999 55 .7 55.3 2*00 56.9 54.3 89.2 132.7 55.3 *9999 55.6 55.J ta b v1 TABLE 72. DAI6* mA TE e it9pfaattaf (F I 3474 TABLA 73. 04ILv safEa it=

E 4 Af'J a t ( f l CATA. p1 CJ A 3 -C I fi t ! 5 TAT!3%. 3Cf0efa 11. ;379 CJAJ-CIfit$ 5 TA TICh. CC TCSE a 12. 1979 Z COGLING COOLING

-4 g

CANAL ----JCoh5TkE4= 5tM5345--- CANAL ----Jo *9 5 7 t E 4 m 5145 C a 5---

TipE bP5fatan thTAuf CCLD 08 5C94eGE 5 J T imf LP5 f AE AM CCLD 015**AR.E r-A C 1 % T44 E A B C a END' END US 103 54.7 56.2 89.3 132.? 55.3 *e439 55.5 55.s 10J 54.4 54.2 99.2 132.0 54.9 *7999 55.5 55.3 Il 2OJ 54 8 56.2 3 9.J 132.' 55.0 *9999 55.7 55.7 200 5%.5 56.0 300 5s.F 54.2 88.2 J l 55.3 +9999 55.6 55.7 3CC 5*.3 56.2 89.3 29.3 IG2.3 132.5 54.8 55.3

9999

p979 55.2 55.5 55.3 55.3 5

40J 56.5 54.1 es.3 1: .9 54.s *9999 55.6 55.7 *3J 54.3 54.3 99.1 132.2 54.8 *1999 55.3 55.3 300 5%.6 54.2 te.1 1. 0 5 % .a '9999 55.5 55.5 500 56.2 53.7 Se.6 131.9 5 *' .4 +34D9 55.6 55.1 II eC0 54.5 54.2 99.3 I? .4 54.s *#939 15.5 55.5 600 54.1 53.5 84.5 131.9 54.7 *9999 55.2 55.2 UI 733 5. 5 24.3 84.3 132.2 54.7 *D999 55.6 55.5 700 54.C 53.6 98.7 102.0 56.o *9999 55.1 55.1 UI eJJ 56.5 56.2 9 d .2 131 .6 5. 5 *a999 55.s 55.. 400 54.1 53.4 99.5 132.7 54.5 *9*99 55 .1 55.J vCG 56.5 56.2 94.3 131.6 54.o '9999 55.e 55.5 933 5,.1 53.4 96.3 131.5 54.7 *7999 15.1 55.3 1000 55.5 56.2 89.3 131.7 5 5 .] 89999 55.5 55.5 1633 5%.G 53.6 e 4.3 131.6 56.7 *)999 55.1 55 1

!!00 5w.5 56.3 ?$.0 131.9 5..I *a737 55.7 53.5 110J 56.2 53.5 88.J 131.3 54.7 **999 35.1 55.0 1233 5*.5 54.3 97.5 131.6 55.J *v990 55.5 53.o 1400 5*.C 53.5 8 e .3 131.5 54.9 +6979 35 1 55 2 1200 54.5 54.4 9 6 .J IJ1.7 54.$ +4930 55.5 5 5. e 1300 50 5?.4 87.5 131.3 54.7 +9899 5' -. 55.J 1630 5%.e 56.5 97.) 131.5 15.J e,999 55,e $5.7 1600 5*.3 53.6 67.9 101.6 54.7 *9999 55.1 55.3 13C0 5 .e 56.5 98.2 131.9 55.3 *+999 55.6 55.5 1sCJ 54.0 53.5 87.J 131.0 54.6 *7999 55.1 95.3 1430 5%.7 54.5 98.3 131.7 54.8 89999 65 .6 55.7 1 03 56.1 53.5 97.7 101.? 54.6 '9999 54.9 55.1 173) 5,.8 54.5 88.9 101.9 55.4 **999 35.7 55.s 1700 5*.1 53.5 97.7 133.9 54.b *)l)9 55.C 55.J 1830 54.$ 54.7 "9.2 IJ2.1 55.3 +3999 55.6 55.5 1803 54.1 53.5 97.7 131.2 54.7 +7999 54.8 55.J 1500 5*.s 56.7 99.2 132.0 55.1 89*99 55.7 55.5 1903 54.1 53.5 87.7 131.2 54.5 *3919 55 3 55.3 2a00 5*.7 14.6 99.3 132.2 55.0 '3979 55.9 55.5 2000 54 .1 53.5 97.4 131.5 54.5 '9999 54.8 5=.9 2100 54.7 54.5 89.4 IJ2.2 55.G **999 45.5 Y5.5 2133 5 .G 53.5 87.7 kJ1.5 54.5 +9999 56.5 56.7 2233 56.5 54.6 89.4 132.0 55.3 +7969 s!.6 55.. 2200 54.3 53.3 97.7 131.6 54.5 *)979 56.7 57 2300 54.6 54.2 99 2 132.3 56.5 *ts19 55.? 55.% 2333 5..O 53.2 97.3 101.0 54.3 +3979 54.7 ?*.6 2600 54.5 54.3 89.3 102.C 55 4 89999 55.5 55.3 2600 5 s.8 5?.3 87.2 131.3 5*.5 *#999 56.6 5=.5

9999 CA 9999 -- 1%5f aumE h? m4 LF UNC flGN

TASLE 74. O4ILY matg* TE*p Eg pTL4 E ff) OAfa. TAdLi 75. 04!Lv m&TEp fEmpftaTLLE til CATA.

C L&J-C l f! E 5 !! art 04 3CTCara 13. 1978 C LAJ-C f TIE ! 5failsh. 3Cf0BER 14 1978 COOLING C0 CLING CANAL ===-3 Cog $f4E4m $iq1343... CANAL ==='JC'95Tttaw Si 4 5 0 4 5 ---

TluE US$faE49 INT 4ti CCLD DI5:44tGE A B C J 71*E UP5tRt49 1% fate CCLD D15:4&tGE a B C 3 END END 103 53.7 52 7 87.1 131.0 56.2 '9999 54.5 5%.3 103 52.4 51.2 93.3 94.3 53.5 *9599 53.3 53.9 200 53.6 52.7 e7.8 100.9 54.3 *9999 54.5 54.2 200 52.3 51.0 92.9 97.7 53.* *9999 5 3 .? 53.0 303 53.5 52.6 e6.7 1J3.7 54.3 +3999 34.5 5..; 303 52.1 53.9 93.3 97.2 53.3 *9999 53.2 53.5

.03 53.3 52.5 9s.3 330.5 56.1 *9819 54.5 53.3 *33 52.3 53.5 92.5 96.0 53.6 +9979 53.1 51.5 503 53.4 5. 3

e .3 133.5 54.2 *6479 54.9 53.7 SCO 52.0 50.5 91.4 95.3 53.3 *)999 23.5 53.3 630 *3.1 52.2 45.7 103.3 54.4 0 974 56.* 53.5 600 51.* 50.6 81.3 96.9 53.9 *1999 $?.5 53.2 7CO 54.4 51.9 95.9 133.4 5e.2 *1999 54.3 53., 103 51.7 50 2 93.7 96.6 53.+ '3739 53.5 53.2 403 54 .4 51.7 95.7 99.? 53.1 *199* 56.2 53.2 #03 51.

53.1 93.3 76.? 53.5 '9999 51.5 53.3 3 93J 5f.7 51.s 55.7 130.2 5. 3 *1974 i4.2 53.3 403 51.3 53.3 73.4 93.6 53.5 *9999 ICC; 52 .9 51.4 85.6 133.3 53.7 +3919 54.2 5 3. J 10^0 52.3 50.1 79.3 53.5 53.. )

93.3 53.5 '7999 53.5 53.1 Pd 1100 53.0 St.3 ? s .3 100.5 53.9 ***99 24.1 53.i 1;10 52.0 50.2 1s .7 1$30 53.i 52.? ?5.7 99.9 5. 2 +3:33 54.2 53.3 12 0 5!.2 57.9 79.3 9?.2 53.5 89999 53.? *3.3 r" 96.3 53.5 '#199 53.2 53.4 M1 1333 53.2 52.5 95.3 131.2 54.3 *d999 54.3 53.5 13. L ".3 5*.3 79.2 96.7 52.6 +4999 53.6 53.5 -4 1 00 53.4 52.7 95.2 130.1 5%.1 *i'99 24.. 53.7 160J S2.2 41.6 93.s 97.3 52.5 *7939 15C3 53.5 s2.? 85.. 130.4 54.3 *+999 54.? 53.7 1903 52.7 62.5 82.4 19.0 52.7 *9999 53.2 53.3 ()

53.1 53..

1600 52.4 52.9 85.1 ICC.6 5 = .1 * $ 99 8 24.? 5..J 180J 52.7 63.9 94.3 99.5 52.7 *9999 53.3 53.7 7 1703 53.3 52.7 94.s 130.2 54.2 *)*79 54.1 5. 1 1733 52.7 66.2 8*.2 133.3 52.5 *p179 52.3 53.3 51 It33 53.. 32.7 94.7 130.? 5=.3 *1999 56.2 5*.2 1633 52.7 63.1 95.2 130.6 52.5 53.5 1900 53.3 52.5 92 99.7 56.1 *7919 24.2 5.1 1903 52.5 63.7 e6.7 131 .6 52.5

D999 83999 52.6 52 5 53.3 2

2LC3 53.2 52.3 44.2 99.9 54.0 *9999 53.9 54.3 2000 52.6 63.5 9s.3 132.3 52.3 *?919 52.2 13.3 (

2100 53.C 52.0 93.9 99.6 54.J '9999 53.7 54.3 2103 52.3 63.6 87.6 132.5 52.3 *9999 52.3 $3.2 D 2200 52.4 51.8 83.7 99.6 53.7 *7949 53.5 53 s 2203 52.3 63.3 8 6 .? 133.3 52.3 '7979 51.7 53.0 C) 2333 52.6 51.5 83.5 19.5 53.e *9999 53.3 53.5 2333 52.0 63.5 89.3 103.5 52.9 *ivi* 51.5 52.9 "P

>d 2600 52.5 51.3 83.5 99.2 53.* +4999 53.2 53.4 2*00 51.7 e4.0 89.5 1J3.7 51.s *#93*

" 51.4 52.6 O famLE 76. OntL. mATEe TE=PleaTLIE (F) DATA. Ta8LE 77 I Cal 6Y e&TED TEPPERaiURE (F ) CATA. m Cta,-C 1 Tit ! S ta t t;4 3CTCBE< 15, 1978 OutJ-ClTIL5 37 Ail 34 :(13 bet 16. 197s Z CCCLING COOLING -1 CANAL ---=)C*N574E4* Si95045--- CANAL g

T1*E UP5 tat 4M I474ti COLD 015 MARGE A B C J T19E t*5taE49 19fAtf

00*45ftEtu 5 t%5 04 ! --- r" CCLD DI S C w AR GE a a C s END END UI 133 51 5 62.5 99.9 133 P

51.e *9999 51.3 52.5 133 51.2 61.9 87.3 102.2 51.6 203 51.5 63.0 93.3 103.5 51.7 +9999 51.3 52.2 203 6C.2

- 999 52.3 52 2 II 30g 51.1 87.3 131.6 51.7 +3999 52.1 52.3 51.3 63.3 93.4 132.7 51.7 +9999 51 .4 51.s 300 51.0 61.7 86.3 131.7 51.o 9999 3g.7 Sg,3 hi

=33 Sa.2 63.7 9J.2 131.3 51.0 '994* 61.4 51.7 403 53.9 61.6 30.0 102.3 2 533 5..i 62.1 *4.5 51.5 89999 50.3 *1.6 131.2 51.7 ove19 51.6 51.5 S00 5 0 .* 61.7 97.5 132.4 El e30 51.5 *1999 23.1 51.,

51.3 o1.7 et.J 131.2 51.5 ***v9 51.5 51., e33 5J.7 61.9 97.4 332.3 51.3 +9899 EI 733 51.0 61.3 '7.3 130.2 51.5 87139 51.6 51., 13J $G.o 53.5 Sa.5 6C.7 9 7.* 132.3 51.. *)999 33.9 51.3 UI

03 51 .3 61.9 e7.2 133.5 51.9 +9999 51.7 51.3 400 53.5 00.3 87.7 903 5A.C el.6 132.5 51.5 *9999 53.9 51.2 97.J 131.6 51.o +9919 51.6 51.2 $03 50.5 61.0 8 7.= 132.8 1403 51.3 63.2 to.. 131.3 51.0 ***to it.7 51.3 1003 Sw .e St.i *1939 51 0 51.2 1100 Sa.2 59.7 #5.7 *9*99 60.9 87.2 133.1 51.5 89999 51.2 51 .3 1.0.1 51.s 51.9 5 1. , 110J $3.7 1203 51.3 61.5 130.3 +3939 51.2 97.4 133.2 51.9 +9999 31.5 51.7 an.7 52.3 31.9 52.; IJC3 5J .9 al.7 16.4 13?.5 51.7 '3999 1303 51.m b2.2 86.# 133.9 52.0 '9999 22.C 54.0 1300 51.2 52.0 51.3 61.5 89.2 336.3 51.5 '9999 160J 51.7 62.2 9*.4 133.9 92.2 +3999 52.3 52.3 1603 51.3 61.7 52 0 52.2 1500 Y s .3 89.6 136.6 51.7 +1939 52.2 52.b 61.9 93.2 133.5 52.3 89*99 52.6 52.o 1533 51.5 62.7 te33 52.1 64.5 8 m .5 10C.6 93.5 135.2 52.3 *9999 52.4 52.6 52.3 +9*99 52.5 52.4 le3J 51.o o6.9 91.% 136 1 170J 52.4 b?.7 S o .2 133.7 52.3 +3979 52.3 52.7 1700 51.6 52.3 *1919 52.4 53.3 1833 51.9 63.9 95.5 IJC.3 89999 63.2 91.s 136.5 52.G +4999 52.4 52.4 52.3 52.2 52.s 1*00 51.e 62.0 92.5 ,3 6.8 1903 51.8 62.6 52.3 +9999 51.8 52.7

$5.6 133.1 52.3 *7969 52.1 52.9 1933 51.7 m2.7 92.4 137.3 52.2 *#979 2300 51.* b3.5 *e.3 131.0 52.o *9999 52.3 52.8 2000 52.3 61.9 52.7 2100 51.6 m3.2 63.2 93.5 137.7 52.0 *1999 51.3 52.5

?6.3 101 3 52.3 +9999 52.6 52.7 2400 51.6 m2.0 93.5 137.8 2200 51.5 62.3 90.2 130.9 *9999 52.3 +)999 51.3 52..

52.0 52.3 52.s 2203 51.3 62.3 138.2 2303 51.4 62.7 94.2 51.7 '9999 51.0 22.3 97.2 100.9 51.9 *9999 12.3 52.5 2300 51 2 62.2 94.3 1C8.3 240G 51.3 62.3 87.4 132.0 51.7 +3999 s2.1 52.3 2*C0 51.0 51.5 *9999 60.* 52.3 61 2 94.6 138.6 51.5 *p499 50.5 5?.2 89999 ca 9999 -- 195f RU9 E9 7

ALFUNCII ON

I AB LE 73. CAILY b* th e it*PERATU4F (F I CATA. IASLE 7). 3 ally *Afl0 T E** E A Af ul f I F) OATA.

OJ4J-C17tES Stafl'm. OCTC6f4 17 Apra CL A J-C I T It ! 5 t4 T 10h. CCTCSE4 18 . 1978 CCCLING C0 CLING CANAL --- wCoh57AEA* Si45045--- CANAL --- ,0*g5fgEty $gg$cg$.--

Tine UP5f8Eag 1%fAFE COLD 015; mas;E A 5 C g T!Pi LP5 taie n g g rat E CCLD 015;n44GE A 8 C 3 END END 103 53 7 *1.0 94.2 13*.3 51.2 *ilt9 53.7 51.5 100 51.7 50.2 99.4 +9999 50.6 *7999 50.8 +9999 200 53.5 s0.7 9..) 135.5 51.2 *1999 51.0 51.5 200 51.5 50.0 89.3 *9999 53.5 +9999 51.7 +9999 330 5J 4 59.7 5 % .3 . ;9 .6 51.2 +4979 51.1 51.3 3C3 51.3 49.6 99.0 +9*99 53.5 *i339 51.7 +7797 00 5s .) 63.5 *w.6 139.5 51.1 *i999 51.4 51.3 433 51.2 =9.5 99.2 +7999 50.* *3*19 51.6 **999 5C0 5u.4 e1.0 9..) IC9.7 51.2 *+999 51.9 54.J 530 51.2 .9.5 89.2 +9999 5J.* *a939 51.7 *)a93 e3J Sa.. o1.3 8. .J 139.7 51.1 *)3D* 51.* 53.7 +03 51.1 49.4 99.2 *3999 50.2 89999 51.4 **999 703 5J.3 s1.0 96.3 139.7 51.2 84999 52 .0 50.4 700 51.0 =9.C ?9.2 *999* $J.6 +9099 51.7 +99**

g33 5 3. J 59.6 93.9 136.5 51.3 +3969 52.1 55.1 9C0 5s .4 49.3 '9.J *1999 53.3 *1999 51.3 +3796 1 900 5s .3 61.3 94.J 13*.5 5 1. . **999 52.* 47.2 733 53.9 53.3 97.3 +9999 53.3 *1979 it.t +7493 )

1003 50.1 31.0 **.2 107.6 51.* *+999 52.8 47.3 IJ3J 51.. 50.0 89.0 89999 53.5 +3999 52.2 +9999 11C3 5 J .4 56.5 93.5 136.6 51.5 *#939 62.9 67.3 1100 51.3 53.3 9J.2 *1999 *7999 N

1233 5s.5 51.3 9c.i 106.5 51.* +4969 52.1 47.7 1200 51.2 5C.3 95.6 +9999 53.7 5 J.7 '7977 12.5 899*) r-52.5 **d*9 p1 130 J 5 J .7 SC.3 91.5 135.8 51.7 '3998 53.1 **#9* 1333 51 .s 53.7 93.s +9999 51.s *1999 52.5 **999 -4 16C3 51.9 iC.6 +9.3 *7499 *1.2 *l998 L?.3 *e999 403 51.4 51.3 91.3 +3999 53.7 *1939 52.5 *7pil 15C3 52,C 50.5 89.7 +9998 51 2 **939 51. . **393 !!00 ?i .7 53.7 91.2 '9999 51.3 87*B9 Q

gg30 52 .1 53.5 9 9.m *3999 51.4 *4999 53.3 *99*9 1600 52.s 51.5 91.6 '9999 51 3 '9*99 52.7 52.5

+999*

9997 g

1703 52 3 $3.7 97.3 +4339 51.5 *9969 i3.4 *)744 1703 52.0 52.0 91.6 *9999 51.1 *#779 52.9 +3499 R1 1400 *2.* 50.9 89.# +9999 51.5 *7999 53.2 *4999 1833 51.5 51.7 92.J +9999 51.0 '9999 52.6 +9499 1903 52.3 50.7 99.J +9999 51.5 ***99 53.2 +9994 1900 $2.3 52.6 9L.a +7999 51.3 *l*19 52.5 *DD37 2

200u 52.3 51.0 99.% +9999 51.2 +DD79 53.2 *7999 2003 52.3 51.0 91.7 +9*99 51.3 +9939 52.6 *9999 q

2 103 52.3 51.3 *+.9 *1999 't.3 '7999 53.3 **999 2100 52.0 51.2 91.7 '9999 51.3 *9999 52.5 *9999 I!

2200 52.2 50.7 99.9 +9999 51.. *#999 62.9 *3394 2203 52.C 51.0 91.3 +9999 51.3 +7779 52.5 +9497 230J 52.3 53.5 99.5 *9999 51 3 *l999 52.5 +9999 2333 51.4 51.2 *1999 Q

2400 51.7 50.2 89.7 +9999 53.7 *9999 52.2 *9+99 2603 51.7 SC. 5 91 3 90.7 *9999 51.3 50.7

+9999

1. 999 52.3 52.2

+9999

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IA6LE 30, 04h6V *ATce TresgaafJ4E I FI CA'A. 1AtLE S1. C4 ILv + 4 TE R TE* Pf 6 sT L4 f IF) O Af a. El Ceas-C t TIL ! !Ta!!LA. JCfCSEA 10 1979 C6Au-C I TIE 5 !!at!Ch. 3CICaEk 20. 1978 2 CCOLING -4 COOLING )

CANAL ----JC*N571*L* Si45045-** CANAL ----3C*4571E4' 5 5 9 5 C 4 5 --- I" T!*E Lv5 f ac a m f % fati COLD 31$0sA9GE A b C s Ilut UP51REag !%T44E CCLD DI5:4&tGE A 5 C J END END' O 100 51.6 53.5 93.2 *+e99 50.7 *1999 52.1 +9999 100 52.3 51.3 93.7 *p999 0 51.3 e)99 9 51.0 +9999 2C3 56.5 50.7 93.1 *9999 53.e *4999 52.0 *9997 2CJ 52.0 SC.9 93.4 *9999 51.3 +9*9* $ 1,3 **99, @

200 S i .s .e.4 29.3 ***99 53.5 *199* 11.5 *7d** 203 51.s 51.3 93.g +9999 53.s +9999 50.9 +339' 403 51.2 .4. 7 5*.4 *9899 53.5 +493* il.3

asp + g33 5g,g gg,3 90,7 ,9,9, g ) ,7 ,, , 3)_ , p p Z 533 5... 9.5 af 9 **749 SL.J *v999 31.8 *i393 $CG 51.e 5C.8 *J .5 '9999 53.6 *7999 53.4 +9993 F1

+03 51.. 69.? 88.4 ***?* ?J.* '30i* 51.7 *** *CJ 51.5 50.? 90.3 *9999 5 C .6 ***99 1 70; 51.0 **.2 d7., *De99 5 3. * *il) 9 51.7 **V 50.6 +9,99 700 51.3 50.2 YJ .3 +9999 53.3 +3 3; 9 53.5 *,39g W e00 5J.* .*.2 97.5 ***99 53.3 **999 31.7 ***'i 8 00 50 .4 49.5 99.9 *9999 40s 5J.7 45.) *7., *+949 53.2 83970 *3*9* 50.4 *7999 53.3 ***99 51.' 90J 51.2 53.3 9; .3 +3999 5J.7 .9.7 $7.6 ***** 53.s +399* 52.0 *4999 53.2 *4999 13.4 +3374 1COC 1C30 51.3 50.2 93.5 '9999 SJ.. *1999 53.7 +999g 1100 Ss.e 9.0 97.7 *v998 55.3 84*94 32.2 '9959 110C 51.5 50.2 91.3 +9999 1205 51.1 ,4.C 97.d *9999 53.5 *#1D9 52.3 '3*9+ liC0 5 3 ,. *9*99 i t .3 +9*96 51.3 5'.2 91.s *9999 53.7 *ppay 5g.3 *,3,,

13 0; 51.3 48.5 1s.3 *1998 50.7 *)990 52.5 '9549 1333 52.J 51.2 92.5 +3999 51.5 **999 52.3 +9999 1600 5 a.5 50.0 95.5 **999 53 .9 8999+ 52.9 *7797 1403 Si.i SC.! 92.7 *9999 51.5 1500 5. .e >?.S 9s.7 *7979 *7'*9 *8999 +3979 52.2 *D797 51.. 52.0 15CJ 52.5 51.3 93.2 e9999 5;.7 9999 5C.5 e s .$ *9994 *i'9' 52.7 **99, 1*00 51.9 51.1 53.3 '9+*9 1603 52.5 51.2 93.4 +9999 51.1 89999 1700 5/.C 5C.* 9 e .6 89*99 51.2 87939 53.2 *379* 1700 +9449 52.7 51.2 93.2 +3999 51.1 *,,,, 5 gy,2 .', .,,,9 IgC3 52.1 51.i 99.2 *i919 51.3 89999 53.3 '9997 1603 52.5 51.1 92.m +3999 52.1 *7979 52.6 +9999 1900 54.1 52.2 e6.7 +9099 51.2 83939 53.3 *7999 1903 52.4 51.3 92.5 '9999 52.2 *7999 52.9 +999) 2030 52.0 51.5 93.3 +9999 51.3 +9999 53.0 89999 2J00 53.3 51 1 gg.3 +9999 2100 52.1 51 2 90.4 +9999

1.3 +9999 52.3 '95'd 2100 52.J +9999 53.1 +9999 5 3. C 50.9 91.7 +9999 52.3 +9*99 2200 Si .1 51.2 93.3 ++*99 51.3 +4739 52.6 **997 2200 52.s *9997 52.9 53.6 91.5 *9999 52.0 +9999 52.9 230J 52.1 51.0 90.7 *e999 51.J *d979 51.0 +99*4 2303 +9994 52.9 50.7 9J.7 *9999 52 .1 *a999 52.7 +33,,

243; 52.1 5C.6 9J.s *9'*9 51.s *D979 51.1 +9999 2400 52.s 50.7 9J .5 *9999 51.7 +3939 52.4 *999+

'9999 CA 9999 -- INSTRUME NT P4 LF LNC ilwh

TABLE 82. Dal67 wATE# icPPf a A TL9E fF3 OATA. TABLE 83. SAILY bA TE a TE*PERATURE (F ) DATA.

Cs& 3-C l f1 E ! S TA T!34, 3CiusEt 41. 1978 CJ4J-CITIES STAf!CN. 3CTC8E4 22. 1979 CO^ LING CCCLING CANAL *-*-DC n9 5 T4 E A> 5 4 N 5 04 5 --- CANAL -=--JChh57AfA* SgN5C45---

11*E uestREA1 1%TA<E COLD C15 C m AR GE A 6 C , Tim! UP5i8 EAR lhTARE COLD D15;MA8GE A 5 C s END END' 103 52.4 53.7 9u.3 +3999 51 9 89999 52.4 +9999 100 5*.5 65.0 97.0 +9999 53.3 87979 53.9 +9999 200 52.5 5C.7 93.3 +9999 51.7 *3999 52.5 *7799 403 54.6 66.1 97.0 +9999 52.5 *t*99 53.7 *9999 3CC 52 'O.7 9J.3 +9999 52.0 e9999 52.? +9999 30a $4.5 63.e 97.0 +9999 52.6 +99d9 53.5 +7393 603 52.* , .5 29.8 +9999 52.3 89099 52.2 899*9 40J 54.5 64.2 97.4 *9999 52.5 +9999 23.3 *9999

53) ?J.i -M * $9.5 *)*)9 5L.6 *)999 52.^ *1999 500 54.5 64.7 97.5 '9999 52.5 +9999 53.. *9999 a33 54.9 99.J +9999 52.0 *i+98 52.3 *)pte *C3 56.3 e4.2 94.3 89999 52.5 *p939 53.3 +499)

.0J 54.7 -^ 96.9 *9999 51.) *)999 52.0 **99* 733 5%.3 53.5 95.7 *9999 52.5 *9999 5 3.? 89993 o00 52.7 97.5 +9499 5L.3 899,9 52.c +9999 40J 54.2 64.8 9e .d *9999 52.3 +99i9 53.2 +4497 903 54.7 1; .. '99,9 *4739 **9e* 933 I

IJ33 52.s 60.3 91.7 *9999 91.7 51.9 *909*

52.2 52.3 **vo9 1.00 54.2 5*.2 63.9 63.3 03.6 99.0

)998

S999 52.2 52.3

1999

9899 5?.3 **999 g 53.5 *1999 y liOO Sc.0 67 . 91.* *)999 51 .9 *)177 52.5 +3637 1100 5 * .i 66.2 co .7 +9999 52.5 +38)* 53.5 +3399 p.

1203 51 .1 6i .t 92.5 *)990 52.2 *7979 52.7 899*9 1233 5*.4 66.9 95.3 +9999 52.5 *1999 5?.7 *9989 gg 1333 '9 s . 2 62.5 *4.2 +9999 52.2 89999 5?.2 *9999 13c0 ?4.5 67.0 98.7 *1999 52.3 *1939 23.9 **999 .g 1*00

3. 6

> 6S.0 94.* +9999 52.. *1979 53.4 *4#97 140; ?*.o 08.3 93.7 *1999 52.7 s9999 54.2 *cd99 1503 52.6 64.7 94.4 *99,* 52.5 '9999 53.5 **999 15C0 5*.7 66.7 04.* +9999 5 3.J +9899 2+.? *t989 ()

160J 53.6 64.7 95.6 *0049 52.4 '9999 il.7 *377) It0J 54.6 66.5 97.8 '9*99 52.9 *9994 54.3 +3999 2 1300 ? 4.J 65.0 9*.2 89999 52.7 '9999 53.7 *99*. 1733 $*.5 66.3 97.0 *t999 Si.J +9999 54.5 alitt gy 1600 56.J 66.2 96.7 +9999 52.5 +9899 51. * '9#99 1s00 54.3 66.9 86 .9 +9999 53.3 *p999 54.5 *4994 3 1900 ?*.2 64.P 96.7 89999 52.7 '89)9 51.9 +9499 1900 5%.5 66.2 96.5 *9999 53.0 *989* $4.5 **996 2J33 54.2 64.7 97.6 +3999 2J00 2100 5*.3 66.3 97.2 *9999 53.J 56.0

a990

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+979) 2100 54.5 5 * .3 64.0 65.?

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1. 739

1999 54.5 54.5

9999 89999

'h 220s 54.3 33 63.3 96.6 *1999 53.J *i999 54.2 +9999 223J 54.5 64.9 99.7 +99G9 53. *9979 54.5 +3193 23C0 54.5 64.2 97.0 *9999 53.3 +9999 24.3 +999i 2300 ?*.5 65.3 99.7 +9990 5 3 .. *9979 54.5 *9999 {}

2600 5 * .5 64.9 9o.6 *9999 53.J 89999 53.9 *199d 2400 54.5 65.0 99.7 89999 52.4 89*99 54.5 *9995 2 N

OD test 34, Calty m4 TE p TEmpfeATLAE (F I DAf*, TABLE 35. 3hiLY WAfsR T E*D 14 AT U4 I ( F1 CATA.

CJ A -C I T I E 5 5 FAT!3%. 3CTCSf4 23. 19;a CUAJ-CITIES STATICN. OC TC8E R 24 1978 UI CCCLING Z

COOLING -4 CANAL ----JCoh57kEam 5tN5C45--- CANAL D

--.- sC*N5ftELP SENSCR!---

fint UpsfREAM thiant COLD 015:HARLE 4 S C J Timi 075 f 8k4M INTA44 COLD 0150 Mat 4E A B C 3 F*

END END gg 103 54.5 65.5 99.7 +9999 53.3 *))39 54.5 +3999 100 53.5 63.5 99.7 *9999 51.9 89999 52.5 +9999 233 54.4 6 '. 3 99.s +9999 52.7 *9999 54.2 +99*9 400 53 2 63.3 *9999 *9999 51.9 89999 52.1 +999s b!

3C0 5*.4 64.7 89.5 +9999 52.s *)999 54.1 *778) 330 53.0 63.3 '9999 +9999 51.5 +9999 i2.2 *7999 R1 4C3 54.2 64.1 99.s '9999 52.7 **999 24.2 =0995 433 52.3 62.3 +9997 *#999 51.5 +909e 51.9 **999 3C0 56.3 o3.5 99.7 *9999 52.5 +9*99 54.3 '999s 500 52.2 62.7 *9999 2[

99' 51.4 *)939 51.6 +99*9 g 4C0 54.2 o4.0 99.8 +9999 52.5 *p939 53.9 *1994 oCC !2.3 m2.5 +9999 *)999 51.3 '9999 $1.5 *9999 703 gy 54.J e3.5 99.7 *4999 52.5 *9999 53.7 **9*9 700 $2.2 62.3 '9999 89999 51.2 *9999 51.3 *7999 800 54.C 63.2 99.7 *9999 900 gy 52.3 *f999 23.5 *1994 52.J 62.3 +9999 +9999 51.2 *9999 51.3 +7999 9CJ 53.9 63.5 99.7 *9999 52.3 87999 5?.5 89999 933 52 0 61.7 *0399 *)999 51.w +7919 51.3 +7777 1000 53.d +3.5 99.7 9999 52.4 *9998 i ? .! +9999 1J00 54.J 62.0 *a9e9 +9o99 $1,g *g999 5g,3 +9999 1103 53.9 63.9 #9.7 +9999 52.4 *7979 23.7 +498) 1100 Si.J 6?.5 *9909 *d999 51.2 89499 51.6 +9999 120] 5*.2 s?.) 94.7 *79#9 51.4 +9999 '

23.e **999 1203 52.3 o3.3 **999 +9999 51.1 *)999 51. * +9999 1303 5*.i 64.0 #9.7 *9949 52.5 +3998 53.9 +3999 1300 5i .3 63.7 *9999 +9999 51.5 +9999 52.2 *9999 160J 54.5 o5 2 9d.7 *9998 52.7 89999 54.0 +9999 140J $4.5 63.5 **999 +9999 51.3 *9999 52.3 opg13 liC3 54.6 65.3 99.7 ***97 52.7 *9999 54.3 *pd99 1500 52.7 63.3 *9999 89999 51.5 *7999 52.3 *1999 1e00 54.5 65.5 99.7 *1999 52.7 89999 54.0 *2999 16CJ 52.4 64.5 +9909 +9999 e9999 51.6 52,s +9999 1700 5*.5 65.4 99.7 +9999 52.6 '9999 53.9 +3)** 1700 52.8 o4.5 +9999 +9999 51.7 *)999 52.5 +3999 to03 5 % .4 e4.9 99.7 +9999 52.5 +7999 53.5 +9999 1400 52.4 63.3 *9999 +9999 51 5 *9999 52.3 +9999 1900 5*.3 64.0 99.8 +9999 52.5 *1999 53.' +9999 1900 52.8 63.0 *9999 *9999 51.7 +9999 2000 54.3 '9999 52.3 *1999 64.7 99.d 52.5 *7999 53.7 **999 200G 52.7 63.6 *9999 *9999 51.6 89999 2103 52.2 *9999 54.3 64.9 99.* +9999 52.6 *9999 53.5 *9999 2100 52.7 64.8 +9999 *9999 51.a *9999 52.1 *9999 2203 5*.2 64.4 99.8 +9999 52.5 +9999 53.3 +997) 2200 52.6 61.9 *9999 +9999 51.7 *)999 52.1 +9999 2300 5 4 .J 64.2 99.8 +9999 52.3 +9999 53.1 +999+ 2300 52.3 s2.2 *9999 *1999 51.6 +9999 51.8 +9999 240s 53.7 63.8 99.4 *9999 52.2 9099 52.e +9999 2400 52 5 62.1 '9909 89999 51.5 *1999 51.7 *7977

'9999 CR 9999 -- IN 5TRLME h7 P ALFUN CTION

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+9999 On 9999 -- 195 ThopE n 7 ma LF LNC T104 gasLc 117, 3416Y e4fi9 ff**fkAIL4f (ft D AT a. lasLt ggg, Dals' *=TER TE*PEAATbdf IF) DATA. 334.-;tfli5 5 tat l0N. hJvtesE4 25. 979 Cua y-C l t !E 5 Sia (Ich. 4;bkPeta se. i97f COOLING COOLING CANAL ----JC*P.57ata* ScN3CES--- CANAL ----3 Cm 9 5 T 4 f A

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TAntt 170. Delly 6 Aft 8 f t M Pf k A T Oh F IF I PATA. IARL1 171. DAILY 64 tE s 7t MPi ta lt RF 87 ) OAfe. .
3Ja0-Cittti Statt3N. JAvuA*v 17 1979 3J43-Cliti5 Fraff34. J A t'J At t 18. 1979 CCOLING COOLING CANAL ----00*45ftt4M 5t450RS--- CANAL ----JCWh 5 7RE 4 M SEN50RS---
flMk t'P 5 s t a g 14 fast COLD nt%DfAtcf A 8 C D fl*F UptteF4g igiAuf COLD 015 LH A* G T A B C D END END IOJ 1J.0 32.0 55.2 66.0 32.3 32.3 33.1 '9999 104 32.0 32.5 34.0 62.5 32.3 32.0 32.0 '999) 291 32.0 12.0 55.3 66.0 32.4 ,32.3 33.2 **999 409 ?2.0 38.4 55.6 69.0 32.0 32.0 32.0 +9999 10 3 31.0 32.3 55.9 b6.2 32.5 32.3 33.1 '9999 303 32.0 37.3 9J.3 67.4 32.9 32.0 32.0 '9999 400 32.0 32.3 49.4 66.7 32.7 32.5 33.4 +9999 400 32.0 36.3 47.2 c3.9 32 .3 32.0 32.2 +9999 50g 32.0 32.0 59.8 67.0 12.6 32.5 33.e *9999 533 32.0 36.4 4#.2 65.5 ?2.1 32.1 32.2 +9999 6;0 32.0 32.0 60.7 o?.3 12 .7 32.7 33.6 +9999 S33 32.0 36.. 52.3 67.7 ?2.1 32.2 32 2 +9799 790 32.0 32.0 el.7 67.6 ?2.7 32.7 33.6 '9999 700 32.0 36.1 55.7 70.0 32.2 32.2 32.2 +9999 40J 32.0 3?.3 62.7 b7.9 12.7 32.6 33.6 '9797 603 12.0 36.6 55.J 71.0 *2.2 32.1 32.4 +9999 900 32.u 32.0 62.5 6*.! 14.e 32.7 33.6 +9999 900 3t.0 36.7 *2.7 69.5 32.3 32.1 32.4 +9999 I 1(00 32.0 32.0 62.7 6#.2 ?2.8 32.7 33.6 +9999 1033 32.0 35.7 53.7 $9.9 12.3 32.2 32.4 +9999 )
110o 3t.0 32.0 62.8 64.4 32.7 32.7 33.7 '9999 !!O1 32.0 35.* 55.5 79.3 32.3 32.2 32.4 ' " " N 123) 32.0 $2 0 62.8 68.* 32.8 32.7 33.f 85995 120J ?2.0 37.3 57.3 71.5 32.3 32.1 32.4 +9999 r=
ls0J 32.3 32.0 62.7 68.3 32.9 32.7 33.6 **999 1300 32.0 33.9 54.7 72.7 32.2 32.0 32.3 +9999 g) 1400 12.0 32.0 e2.5 49.7 32.6 32.5 33.4 '9999 1403 32.0 34.2 58.0 72.8 32.2 32.1 32.4 +9999 y
~~999 1500 1500 ? d .u 32.3 62.5 49.% 32.2 32.3 32.3 32.0 32.3 32.0 *9999 160J 32.0 32.0 34.9 35.7 57.7 58.3 72.4 72.8~~
?2.3 32.0 32.0 32.0 32.2 32.1
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thon ?/.0 32.3 62.3 49.3 55.2 *2.0 32.0 32.0 +9999 I 70 0 32.0 34.7 %9.5 73.0 32.0 32.0 32.0 +9999 5 I 703 31.0 32.3 62.4 1903 32.0 32.0 e3.3 57.2 ?2.0 32.0 32.3 *1799 1603 32.0 15.1 60.5 75.0 32.3 32.0 32.1 +9999 g]
1900 32.u 32.0 e4.7 6n.5 32.u 32.0 32.0 '9999 1900 32.0 34.9 60.5 75.3 32.2 32.C 32.1 +9999 pr 2000 32.0 32.3 65.3 $5.4 32.J 32.0 32.0 *9999 2033 32.0 35 3 60.3 75.2 32.2 32.0 32.l +9997
' 9 .4 67.3 32.0 32.0 32.0 *9999 2300 32.0 36.0 60.4 75.3 32.0 32.0 22.2 +9999 !$,
28no 31.0 37.3 2233 32.0 36.3 45.3 51.9 12.0 32.0 32 0 +9999 220J 32.0 34.8 59.3 75.7 32.2 32.C 32.1 +9999 I}
2500 12.0 32.8 19.0 56.5 32.0 32.0 32.0 +9999 2300 32.u 35.7 59.8 76.4 32.0 32.0 32.2 +9999 []
32.C 32.C '9995 2.00 32.0 35.7 + 0 .1 77.0 32.2 32.0 +9999
((
2400 12 .0 32.4 4#.7 54.8 32.0 32.2 7
lAntt 172. FAILY bA lt P ft PFF WA tlpt (Fl DATA. IARL6 173. 04IL y hgiga igepfRAIUR( (F I DATA. P QdAO-Cllte5 51A8304 JA4uAtY 19. 1979 OJ43-ClflES $1Afl34. J A4U At t 20. 1979 gj COOLING COOLING 2 CANAL ---*00h45 tat 4M SEN50u1.-- CANAL ... 00hN57 REAM SENSORS---
Tigt up5 sf A4 INTAFE COLD Ott;HAtog A 8 0 0 fl*F U*$tatA4 14f4*E COLD Dl5tHA44F A 8 ( 0 END I END 100 ?2.0 35.8 59.6 77.1 32 2 32.0 32.2 '9999 !?) 32.0 42.1 63.0 11.2 32.6 32.0 32.0 *9999 U3 200 76.9 32.2 32.0 32.4 + 9 9 99 200 32.0 44.0 69.4 91.6 31.0 36.2 59.3 53.6 77.0 32.5 32.0 32.5 +9393 160 32.0 44.6 69.3 90.9 32.7 32.C 32.0 +9999 ()
133 12.0 35.7 32.8 32.0 32.0 +9999 --
400 31.0 37.6 6 J . 'J 77.5 32.4 32.2 32.5 +9999 403 12.u 44.5 68.9 91.3 32.5 32.0 32.0 +9999 E 500 3/.0 37.9 6J.0 77.5 32.5 32.2 32.7 +9999 son 32.0 45.3 63.6 71.1 32.0 32.0 32.0 +9999 2 600 ?2.0 36.6 60.0 77.4 12.5 32.2 32.6 +9999 633 14.u 45.2 65.5 90.8 32.8 32 0 32.3 *9497 f) 701 12.0 36.4 6a.3 77.% 32.5 32.2 22.f *(585 700 32.0 45.1 68.3 90.3 32.7 32.0 32.0 +9999 R1 407 32.0 35.3 61.3 79.0 32.5 32.2 32.6 +9999 400 32.0 44.5 68.4 90.5 32.7 32.0 32.0 *9999 y) 90u 32.u 70.0 61.4 e4.7 32.5 32.2 32.7 +9999 900 ?2.0 44.3 58.7 9c.9 32.5 32.0 32.0 +9999 1000 32.0 52.5 60.9 69.2 32.5 32.2 32.6 +9999 1000 32.0 44.3 69.7 pl.2 12.5 32. 0 32 0 *9999 1100 $2.0 47.3 57.8 39.P 32.4 12.0 32.4 +9999 !!31 32.0 45.3 68.9 91.0 ?2.5 32.0 32.0 +9999 1430 32.u 4" . 2 59.3 87.3 32.4 32.0 32.e *9999 1200 32.0 45.1 68.9 91.0 34.0 32.0 32.3 89999 Iloa 31.0 43.0 59.4 86.7 32.3 32.0 32.3 +739) 1303 32.0 43.1 68.5 90 2 34.2 32.7 32.9 +9999 leno 32.0 43.8 59.9 87.3 32.0 32 0 32.1 *9999 1400 32.0 42.8 68.0 #9.5 '4.2 33.0 32.9 +9399 1500
2 .0 44.4 59.9 87.0 ?2.3 32.0 32.0 +9999 1533 32.0 42.5 67.3 s8.2 34.2 33.2 33.7 *9999 1610 32.0 43 4 59.8 84.2 32.9 32.0 32.0 *9999 l e40 34.D 42.5 66.8 89.5 34.3 33.2 33.1 e9999 1713 12.u 43.3 64.2 86.7 '2.7 32.0 32.0 +9999 3300 12.u 42.7 66.5 87.7 34.2 33.3 33.0 +9999 1990 32.0 43.2 66.5 89.3 32.7 32 0 32 0 *9999 1400 32.0 42.5 66.3 86.7 34.5 33.5 33.3 +9999 1900 14.0 42.9 e6.7 90.4 32.7 32.C 32.C +9999 1900 32.0 42.7 65.7 ev.5 34.5 33.7 33.3 +9999 Ju00 '2.u 42.9 66.7 e9.5 $2.7 32.0 32.0 **999 2aci 32.0 42.5 65.5 87.5 34.5 33.7 33.3 +9999 2l03 32.0 42.7 66.7 89.7 32.7 32.0 32.0 +99*1 2100 32.0 42.3 65.2 87.0 34.6 33.7 33.3 +9999 2/93 3 / .O 42.8 67.2 19.2 32.7 32.0 32 0 +9999 2400 32.0 42.2 64.7 e6.7 34.7 33.7 33.4 +9999 2373 32.0 %3.3 67.4 10.4 ?2.7 32.0 32.0 *9999 2300 32.0 42.7 64.0 86.2 34.6 13.7 33.1 +9999 1400 ?/.u 43.2 67.6 89.8 32.8 32.0 32.0 +99*9 1403 32.0 42.8 63.5 84.8 34.5 33.8 33.5 +9999
~~v599 fa 9999 -- IN5 tubM h 1 Malt tm( IlON~~
14RLE 174. DAILY b4 TE s TEmPEmAltkF ffI DATA. laRLt IFS. OLILY h4TE9 ff9PFRAIU4F til 0ATA.
3 J 4 0 -C l l l t i SI At tom. J ANuary 21. 197* Que0-CIllE5 514ttcN. Jakutov 22. 1979 COOLING CDOLING CANAL ....Jum95ftt4M SE95045 -- CANAL ----00eNSTRf4M SEN5Ch5---
TI*f UP51#fa9 INta8E COLD OISCHambf a 8 C u itPt UP5tetAm IN T4 PE COLD Dl5(HAR*f & 8 C D END END 100 12.0 42.3 63.0 49.7 34.7 33.8 33.3 +9999 10J 32.0 36.7 t.7 79.0 ?).5 32.0 32.0 *9999 23J 32.0 32.5 62.7 61.0 35.0 33.7 3 ? .0 *4999 20J ?2.3 36.1 es.2 79.5 33.5 32.0 32.0 +9999 113 12.0 12.3 63.0 67.7 34.3 33.3 32.5 +9999 300 12.u 36.7 65.5 e0.0 33.5 32.0 32.0 **999 40a 32.0 32.2 65.J 65.8 34.2 33.2 32.4 +9999 =00 32.0 18 8 65.9 80.2 ?3.5 32.C 32.0 '9999 500 32.0 32.3 66.6 77.3 ?3.2 32.7 32.0 +9999 533 32.0 40.8 65.7 80.3 33.5 32.0 32.0 +9999 633 32.0 34.3 66.3 10.9 33.3 32.3 32.0 +9999 h03 12.u 40.1 65.5 80.0 33.5 32.0 32.0 *9999 700 32.0 36.0 59.3 80.% ?). 32.2 32.0 +9999 700 12.0 36.7 e5.7 80.0 33.7 32.0 32.0 **999
JO ?2.0 35 3 59.S 71.5 33.5 32.0 32.0 *9797 A03 32.0 38.5 66.2 30.2 13.6 32.0 32.0 +9799 97u 32.0 34.7 69.0 7A.4 ? 3 .5 32.0 32.0 +9999 913 32.0 37.2 66.h 81.C 33.6 32.C 32.0 89999 I 1900 32.0 36.7 65.7 79.3 ?).5 32.0 32.0 +9999 IJ3) 12.0 39.1 66.7 79.9 33.7 32.0 32.3 +9999 )B 1803 12.0 3h.6 67.7 80.P ?3.6 32.0 32.0 '9999 1500 32.0 39.5 66.8 e3.0 13.9 32.0 32.3 *9999 N 1401 32.0 39.5 67.5 82.0 33.5 32.0 32.0 *9999 1200 32.0 35.8 67.3 80.0 34.2 32.0 32.2 +9999 r" 1300 34.0 39.4 63.3 79.3 33.7 32.0 32.0 +9999 1900 32.0 35.9 67.7 80.2 34.3 32 0 32.5 *9999 Q1 1603 32.0 39.7 64.3 74.3 34.0 32.1 32 .0 +9959 1431 32.0 36.5 65.2 80.7 34.0 32.0 32.0 +9999 -4 1500 32.0 41.8 e 6.2 40.2 33.8 32.3 32.2 +9999 1573 32.0 39.2 67.9 81.0 ?3.9 32.0 32.0 **999 ()
1600 12.0 41.5 67.0 80.9 33.7 32.2 32.2 +9999 1600 32.0 39.5 68.2 81.3 34.0 32.0 32.0 +9999 ;p I 703 32.0 39.9 67.3 St.4 34.0 32 2 32.2 +9999 1701 32.0 41.2 68.0 81.3 34.0 32.0 32.0 +9999 IdO1 32.0 41.2 65.3 80.7 34.0 32.2 32.2 +9999 190J ?2.3 42.2 68.0 81.2 33.9 32.0 32.0 +9999 R1 1990 32.0 17.7 6,.2 79.4 34.2 32.2 32.0 89999 19SJ 32.0 43 7 65.0 81.4 33.8 32.0 32.0 +9999 2P 2000 32.0 37.2 ( 5.2 79.3 34.3 32.2 32.0 +9999 2000 32.0 41.9 69.2 61.5 33.8 32.0 32.0 +9999 g; flon 52.0 37.1 65.9 79.9 13.8 32.2 32.0 +9999 2810 ? 2 .0 38.8 68.2 81.4 33.8 32.C 32 0 *9999 --
2233 32.0 37.3 e5.5 30.3 33.3 32.0 32.0 +9797 220a 32.0 39.8 67.8 81.5 33.7 32.0 32.0 *9999 33 2300 32.0 40.3 65.3 60.0 33.1 32.0 32.0 +9999 2503 32.0 39.8 e7.7 81.3 33.7 32.0 32.0 +9999 []
~~p. 2'.00 92.0 39.3 A4.5 79.% 33.7 32.0 32.0 *9999 24SO 32.0 40.7 67.7 81 .3 33.5 32.0 32.0 +9797 2P~~
] lentl J76, 04tLY W4fie TE ref W AIU4f til DATA. 14hlf 177, D&lly W41E R lt MPf R AltIR F (F I D474. {,
Oua o- L I t ti 5 S ta ll un. Jatt4Rv 23. 1979 DJ40-lillE 5 5 B 8t IJN. JA4UAEV 24. 1979 COOLING COOLING 2[
CAN#.L ----uC*N5YRfAM 5tN5 ras.-- CANAL ... 00s45TRt4M SEN50R5--- I fl*e UP5 tat 49 litati COLD nittHAtht A B C u Tim 6 UP554t44 IgTawt COLD D15LHAtbF A 8 C o "D END END I"
~~19) it.u 34.7 57.7 91.1 13.5 32.0 32.0 *9999 193 12.0 43.0 67.5 32 2 33.5 32.0 32.0 +9999 y)~~
Jia 3g.a 38.4 68.4 81.6 33.5 32.0 32.3 +9999 200 32.0 41.0 60.8 81.7 33.6 32.C 32 0 *9999 g 34.s en.7 e?.? 33.5 32.0 32.0 **999 393 32.0 46.3 66.2 81.0 33.b 32.0 32.0 *9797 --
sud 12.0
0a 32.0 39.2 es.8 82.9 33.3 12.0 32.0 *99*9 400 32.0 46.8 64.6 80.0 33.5 32.0 32.0 +9999 Fe gro 12.0 40.% A9.J 8?.0 33.3 32.0 32.0 +99*9 500 32.0 37.8 63.8 79.3 34.5 32.C 32.0 89999 2 ent it.u 41.4 6#.2 84.2 33.3 32.0 32.3 +9984 600 32.0 32.3 62.s 77.0 34.1 32.0 32 0 **999 0 pqa it.u 40.2 69.4 6?.3 33.3 32.0 32.0 +9999 700 32.0 32.0 62.3 7%.7 34.6 32.? 32.6 89999 p1 enn 12 ,o 43.2 70.0 83.s 33.5 32.C 33.C +9995 800 32.0 32.3 61.3 75.0 33.7 32.2 32.0 +9999 gy
+03 it.o 42.5 73.6 54.1 33.4 32.0 32.0 +9999 40J 32.o 39.5 60.5 75.8 14.0 32.0 32.0 *9999 luc 3 32.0 42.5 7 L .I 84.7 ?3*I 32*C 32.0 +9999 luGJ 32.0 38.2 59.5 75.5 ?3.8 32.C 32.0 +9999 1803 12.0 41.3 71.6 5%.1 33.7 12.0 32.0 *9999 1103 32.0 39.0 5s.4 75.2 33.8 32.0 32.0 +9997 120u 12.u 42.0 71.e 85.2 33.7 32.0 32.0 +9999 120a 32.0 42 2 58.0 74.8 33.8 32.0 32.0 89999 13nu 32.0 42,0 72.4 es.7 ?3.7 3 2. C 32.0 +9999 1333 32.3 40.0 57.7 74.2 33.8 32.0 32.0 *9999 1400 32.0 41.2 72.8 86.1 33.8 32.0 32.0 89999 1403 32.0 40.8 56.0 74.5 ?4.0 32.C 32.0 *9999 1531 32.0 41 3 72.9 86.3 ?3.7 32.0 32.0 +9999 15no 32.0 40.n 57.8 74.7 ?).8 32.0 32.0 *9999 160) ?2.0 41.7 73.2 86.3 13.5 32.0 32.0 *1797 1600 32.0 41 3 57.9 74.7 33.8 32.0 32.0 89999 1730 32.0 41.8 73.3 e6.2 33.7 32.0 32.0 *9999 1 733 32.0 39.2 57.9 74.7 ?3.7 32.0 32.0 '9999 3 00 32.0 41.9 73.4 86.3 33.5 32.0 32.0 *9999 InD3 32.0 37.2 57.1 14.2 33.6 32.0 32 0 +9797 1991 12.u $3.2 73.5 86.7 33.3 32.0 32.0 *99*9 1900 32.0 35.n 57.5 73.8 33.5 32.0 32.0 *9999 2033 32 .0 41.3 73.J 86.2 ?3.3 32.C li.C +9995 2000 32.0 39.5 "'.0 67.0 33.5 32.0 32.0 +9999 2133 32.0 41.6 72.0 85.6 33.3 32.0 32.0 *9999 2300 32.0 39.8 56.8 73.5 33 5 32.0 32.0 *9999 223a 32.0 43.1 70.6 e4.8 33.5 32.0 32.0 +9999 7200 32.0 37.2 57.3 73.7 33.5 32.0 32.0 +9999 2101 32.0 41.7 69.4 b4.0 33.5 32.0 32.0 *9999 230) 3a.0 36.9 57.3 73.8 ?3.5 32.0 32.0 +9999 2400 13.5 44.0 68.5 81.2 33.5 32.0 32.0 +9999 2600 32.0 36.3 57.3 73.6 33.5 32.C 32.0 89999
~~999 em 9777 -- 19514U1 TNT R4tf u1C 5134~~
t#ML 170. DAILY he Yi R YtMPISAltaf ffI DATA. IAntt 179. CAILY >4 Ti a itPffRAlltF (FI OATA.
0J A3-Ci t tis s t ar I3N . JAguaev 25. 1979 DJAJ-CIfit5 5tATION. JAguAt7 26. 1979 COOLING COOLING CANAL --J0u45ftfAP SENSORS--- CANAL ----90h45TRf4M 5tN50R5---
TIMt UP$lPFA9 19fatt COLD DI5(HAGGF A 8 C 0 Yl*F Up5tRfA9 INTAFE COLD DISLHA*6F A 8 C D END END 100 34.0 36.3 57.2 13.6 33.5 32.0 32.0 #9999 800 32.0 36.5 60.8 79.4 33 5 32.0 32.0 *9999 3 2. C 32 .0
9959 200 32.0 35.1 A 1.2 79.7 ?).7 32.0 32.0 *9999 403 12.0 36.7 57.7 74.2 33.5 gru 74.2 33.5 32.0 32.0 '9999 50J 32.0 57.4 66.0 79.7 33.7 32.0 32.0 +9999 12.0 36.3 58.o 74.5 ?3.5 32.0 32.0 *9999 400 32.0 36.6 61.J 80.0 33 9 32.0 32.0 +9999 601 32.0 36.2 5s .% *9999 35.3 55.2 74.' 33.6 32.0 32.0 +9999 500 12.0 36.P 61.5 80 3 33.9 32.0 32.0 30 3 12.0 +9999 sil 32.0 36.5 55.3 74.4 33.7 32.0 32 0 +9999 603 32.0 37.1 61.9 80.4 34.1 32.0 32 0 74.3 ?).9 32.C 32.0 +9999 703 32.0 36.3 64.0 so.6 34.o 32.0 32.0 +9999 Tia 32.0 36.0 58.2 '9999 ano 34.0 34.7 !a .3 76.4 13.8 32.0 32.0 '9999 a01 32.0 34.9 62.3 80.7 33.9 32.0 32.0 90a ?2.0 36.0 %e.5 74.* 34.3 32.0 32.0 +9999 900 32.0 36.1 62.4 st.3 14.u 32.0 32.0 +9999 3[
lo33 12.0 34.9 *l.9 74.9 13.9 32.0 32.0 +9 99 9 IJ0J 32.0 37.6 62.8 81.2 34.0 32.0 32.0 **999 )
lion 34.J 35.7 58.s 75.2 33.8 32.0 32.0 +9999 1803 32.0 37.3 63.2 81.4 14.J 32.0 32.0 +9999 pd 75.4 ?).9 32.0 32.0 +9999 1203 32.0 37.0 63.7 81.6 3%.0 32.0 32.0 +9999 F-1200 32.0 35.2 57.5
+9799 36.0 76.3 33.8 32.0 32.0 +9999 1301 32.0 36.8 e..! 82 3 3s.5 32.0 32.0 R1 1200 32.0 59.0 1400 32.0 36.3 %9.0 76.% 13.7 32.0 32.0 *9999 160u 34.0 35.9 64.3 82.4 ?).7 32.0 32.0 +9999 -(
I S3 J 32.0 36.5 99.9 77.2 33.7 32.0 32.0 +9999 Isna 32.0 36.6 64.8 s?.7 13.7 32.0 32.0 '9999 ()
1600 32.0 37.3 6J.5 77.8 33.7 32.0 32.0 +9999 1600 32.0 37.4 64.o e2.7 33.6 32.0 32.0 *9999 pp, 6 J .0 78.4 33.5 32.0 32.0 '9999 1700 ?2.0 35.3 64.7 8S.2 32.0 32.0 32.0 *9999 1700 32.0 37.0 in01 32.0 36.5 63.2 78.3 33.6 32.0 32.0 +9999 1833 32.0 38.3 65.u e3.2 32.0 32 0 32.0 **d99 R1 1900 3 2 .u 36.0 63.3 79.5 33.5 32.0 32.0 89999 190J 32.0 36.7 65.3 83.8 32.0 32.0 32.C +9999 jr 38.3 7a.9 33.5 32.0 32.0 *9397 2u00 32 0 36 3 th.3 e3.6 32.0 32.0 32.0 +9999 q 2000 32.0 60.7 Floa 32.0 31.3 # 0.6 7*.2 33.5 32.0 32.0 +9999 flod 32.0 35.0 6>.4 83 9 32.3 32.0 32.0 *9997 --
2200 32.0 3*.6 6J.4 7*.2 33.7 32.0 32.0 +9999 2231 32.0 36.4 65.4 83.7 32.3 32.C 32 0 *9999 33 2300 32.0 35.2 60.5 79.3 33.7 32.0 32.0 *9999 25SJ 32.0 s6.9 65.7 91.9 32.0 32.0 32.0 89999 ()
24*1 32.0 16.7 Au .s 79.1 33.5 32.0 32.0 +9999 2600 32.0 36.0 66.0 84.0 32.0 32.C 32.0 *9999 gr tn 14ht 130. Saltv wa tt a timeteAlikt if t DATA. IAhlt 181. 06tLY b4 ft p ft PFI AA !!Rt (F 3 DATA .
LJ QueJ *l tle % 51ATIJ*. J 81U A# Y 2'. 1979 3J40-C I T It s 5 f A
~~I3N. J A9U AR Y 28. 1979 R1 COOLING Z~~
COOLING q CANAL ....uCwN5TREAM 5tN50R5--- CANAL ...-00mN571f4N 5tN50R5--- )
fi"F UP53EFA9 I4fA4e COLD nis(HA*tt A 8 C o fimF UP5tetA4 IN7Ast COLD DI 5 CH AR GF A 8 C 0 F END END' 133 'd.J 3%.1 eb.c 14.2 32.0 32.0 32.0 '9999 400 34.0 35.6 6s .9 e6.5 32 0 32.0 32.0 *9999
203 32.0 36.5 66.3 d4.1 32.0 32.0 32.0 *9995 20J 32.0 36.2 6 '# . 0 86.5 32.0 32.0 32 .3 *9997 .I 304 ?/ .2 36.8 fo.3 es.5 12.J 32.0 32.0 +999+ 333 32.0 36.2 e7.2 86.8 32 0 32.0 32.0 *9999 h{
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ML19282C611

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ML19282C611

Text

SUMMARY

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SUMMARY

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