1998 dynamic modelling of water quality for a water supply
TRANSCRIPT
University of WollongongResearch Online
University of Wollongong Thesis Collection University of Wollongong Thesis Collections
1998
Dynamic modelling of water quality for a watersupply reservoirPei SunUniversity of Wollongong
Research Online is the open access institutional repository for theUniversity of Wollongong. For further information contact ManagerRepository Services: [email protected].
Recommended CitationSun, Pei, Dynamic modelling of water quality for a water supply reservoir, Doctor of Philosophy thesis, Department of Civil, Miningand Environmental Engineering, University of Wollongong, 1998. http://ro.uow.edu.au/theses/1284
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DYNAMIC MODELLING OF WATER QUALITY FOR A WATER SUPPLY
RESERVOIR
A thesis submitted in fulfilment of the
requirements for the award of the degree
Doctor of Philosophy
from
UNIVERSITY OF WOLLONGONG
by
PEISUN, B.E.,M.E.
Department of Civil, Mining and Environmental Engineering
1998
Volume 2
(Appendixes)
ii
Volume 2 (Appendixes)
APPENDIX A FLOW CHART A-l MAIN PROGRAM: A-2 SUBMODEL OF THERMAL STRATIFICATION A-4 SUBMODEL OF DISSOLVED OXYGEN A-6 SUBMODEL OF FE AND MN A-8
APPENDIX B : COMPUTER PROGRAM B-l OUTLINE OF THE MAIN PROGRAM B-l OUTLINE OF SET UP OF THE COMPUTATION B-10
OUTLINE OF THE PROGRAM RESMOD-HD B-14 OUTLINE OF THE PROGRAM RESMOD-ST B-19 OUTLINE OF THE PROGRAM RESMOD-DO B-25 OUTLINE OF THE PROGRAM RESMOD-FEMN B-33
OUTLINE OF THE PLOTTING PROGRAM B-37
APPENDIX C TOPOGRAPHY DATA OF AVON LAKE C-l TAB LE C-1 GEOMETRIC DATA OF THE CROSS SECTION AT THE DAM WALL OF AVON LAKE C-1
TABLE C-2 LONGITUDINAL SECTION DATA OF AVON RESERVOIR C-1
TABLE C-3 DATA OF ELEVATION-AREA AND VOLUME FOR AVON RESERVOIR C-2
APPENDIX D CLIMATE DATA AT AVON AND WOLLONGONG D-l TABLE D-1 CLIMATE DATA AT AVON D-1
TABLE D-2 WIND SPEED DATA AT THE AVON DAM AND WOLLONGONG D-9
APPENDIX E MEASUREMENTS OF OUTFLOW AT THE AVON RESERVOIR E-l
TABLE E-1 DISCHARGE RATES FROM THE AVON DAM RELEASE AND WITHDRAWAL RATES FROM THE
UPPER AVON PUMPING STATION E-1
APPENDIX F MEASUREMENT DATA OF WATER QUALITY AT AVON RESERVOIR F-l WATER TEMPERATURE, PH, DISSOLVED OXYGEN F-l
DAVl F-l DAV6 F-15 DAY12 F-23 DAV7 F-33 DAV9 F-43 DAVl 3 F-47
CHL-A F-52
DAVl F-52 NH4-N. NOx AND TKN F-52 DAVl F-52 DAV7 F-57 DAV6. DAV12andDAV14 F-63
APPENDIX G MEASUREMENTS OF FE AND MN CONCENTRATIONS AT AVON RESERVOIR G-l DAVl G-l DAV6 G-2 DAV12 G-3 DAV7 G-5 DAV9 G-7 DAVl 3 G-8 DAV14 G-10
TABLE G-1 MEASUREMENT DATA FOR IRON AND MANGANESE LEVELS AT DAVl G-1
Ill
TABLE G-2 MEASUREMENT DATA FOR IRON AND MANGANESE LEVELS AT DAV6 G-2 TABLE G-3 MEASUREMENT DATA FOR IRON AND MANGANESE LEVELS AT DAV12 G-3 TABLE G-4 MEASUREMENT DATA FOR IRON AND MANGANESE LEVELS AT DAV7 G-5 TABLE G-5 MEASUREMENT DATA FOR IRON AND MANGANESE LEVELS AT DAV9 G-7 TABLE G-6 MEASUREMENT DATA FOR IRON AND MANGANESE LEVELS AT DAV13 G-8 TABLE G-7MEASUREMENT DATA FOR IRON AND MANGANESE LEVELS AT DAV14 G-10
Appendix A Flow Chart A-l
Appendix A FLOW CHART
The flow chart displays the basic structure of RESMOD and sequence of computations
graphically. It allows user to easily follow his F O R T R A N code. However, many of the
aspects involved in the detailed computation basis are only apparent through a detailed
examination of the code itself
The central task in the solution is the calculation of inflow rates, following with
evaluation of the circulation field and water temperature, concentrations of dissolved
oxygen, total and filterable Fe, total and filterable M n . The compute sequence is
repeated in order to step the computations through the time. This integration sequence
is thus a representation of the time-varying nature of the water body simulation problem.
The program consists of three parts, the setup of the computer code, the integration
through time, and termination. The computation of hydrodynamics (estimation of
inflow rates and vertical velocities) and constituent concentrations (temperature,
dissolved oxygen, total Fe, filterable Fe, total M n and filterable M n ) is the major
component of the integration.
Appendix A Flow Chart
A. MAIN PROGRAM:
A-2
Begin
Input information of lake geometry,
meteorological data,
loads of daily discharge and withdrawal
Read number of Julian date Julian date, I
Determine the number of layers
Control element J = 1
Determine the vertical velocity between two adjacent layers
Determine eddy coefficients
Call submodel of thermal stratification
Call submodel of dissolved oxygen
Call submodel of Fe and M n
Appendix A Flow Chart A-3
<?> © Goto next control volume
J = J + 1
/ output simulation results /
Yes
I — loop variable for Julian date, 1=1.. 365;
J — loop variable for control volume, J = 1 .. N;
N — the total number of layers by which a lake or reservoir is divided.
Appendix A Flow Chart A-4
B. SUBMODEL OF THERMAL STRATIFICATION
begin
Input number of Julian date, nstep
Calculate available shortwave radiation
control element, J = 1
Calculate shortwave flux in the control element
If J = 1 Yes
No
Determine temperature increment
A T 1 by penetration of solar radiation
Determine temperature increment ATI
by net flux of solar radiation, evaporation
and convection heat exchange between air and water surface
Determine temperature increment
A T 2 by vertical diffusion
Determine temperature increment
AT3 by vertical advection
Determine temperature increment
A T 4 by inflow and outflow advection
Appendix A Flow Chart A-5
Update water temperature
T(new) = T(old) + ATI + AT2 + AT3 + AT4
Yes
Return
End
Appendix A Flow Chart A-6
C. SUBMODEL OF DISSOLVED OXYGEN
Begin
Read number of Julian date, nstep
Calculate available incident radiation at water surface in the last 3 days
control element, J = 1
Calculate inflow rate into and outflow rate out to in the control element J
Calculate N B O D exertion term, N B O D
Calculate C B O D exertion term, C B O D
Calculate the transport by diffusion, D M T
Calculate the transport by vertical advection, D C V
Calculate the horizontal advection
due to inflow and outflow, D C H
Appendix A Flow Chart A-7
Determine sediment oxygen demand, DSOD
Determine photosynthesis, DPS
Determine algae respiration, DAP
Update D O concentration C(new) = C(old) + D M T + DCV + DCH - DSOD + DPS
- DAP - NBOD - CBOD
if J = 1 Yes
No
Return
J = J+1
Calculate reaeration term, DEA, C(new) = C(new) + DEA
Yes
End
Appendix A Flow Chart
D. SUBMODEL OF Fe and Mn
Begin
Input number of Julian date
Control element, J = 1
Calculate inflow rate into and outflow rate out to in the control element J
Calculate oxidation reaction for Fe, R O X and M n , R O X M
Calculate reduction from the sediments for Fe, R S M and M n , R S M
Calculate coagulation reaction for Fe, SF and M n , S M
Calculate the transport by diffusion for Fe, D M T and Mn, D M T M
Calculate the transport by vertical advection for Fe, D C V and M n , D C V M
Calculate the inflow constituents for Fe, D C H and M n , D C H M
1 2
Appendix A Flow Chart A-9
Update total Fe concentration TFe(new) = TFe(old) + D M T + DCV + DCH + RSF - SF
update total Fe concentration TMn(new) = TMn(old) + D M T M + D C V M + D C H M +
RSFM - SFM update dissolved Fe concentration
Fe2(new) = Fe2(old) + D M T + DCV + DCH + RSF - ROX update dissolved Fe concentration
Mn2(new) = Mn2(old) + D M T M + D C V M + D C H M + RSFM -ROXM
J = J+1
Yes
Return
End
APPENDIX B COMPUTER PROGRAM B-l
APPENDIX B : COMPUTER PROGRAM
MAIN PROGRAM
Outline of the main program
The main program consists of three parts: setting up the model, computation of hydraulics
and constituent concentrations, output simulation results. The main program is a core
program calling many subroutines which perform all detailed tasks.
The first part of RESMOD performs tasks of establishing the initial conditions, reading
control geometric, meteorological and hydraulic data, writing control data and completing
geometric computations. The program allows the user to review the input data as early in
the run as possible. The writing of the control parameters for inspection by the user takes
place as soon as the complete set of control and initial condition data is read.
The program starts with a list of comments regarding title, implementation notes,
description of variables, list of input and output files. This comment section is followed by
an I N C L U D E statement for the external c o m m o n file.
The second part of program is to integrate the equations through time. The inflow rates to
the Avon reservoir are estimated on the basis of water conservation. It includes performing
layer addition and subtractions and computing the vertical velocities on daily basis. After
calculation of hydrodynamics, the transport computation for water constituents begins.
Finally, it writes all information for review by users.
The code hasn't been generalised into commercial software to allow its application to a
variety of situations. It requires modification in other applications.
APPENDIX B COMPUTER PROGRAM B-2
PROGRAM RESMOD
* THIS PROGRAM IS A ONE-DIMENSIONAL, TIME VARIABLE MODEL * OF WATER QUALITY FOR THE AVON RESERVOIR
ME - THE TOTAL NUMBER OF JULIAN DATE IN THE SIMULATION PERIOD * N - THE TOTAL NUMBER OF LAYERS IN WHICH THE RESERVOIR IS DIVIDED * DZ - THICKNESS OF EACH LAYER (M) * DT - TIME STEP (DAY) * IN - NUMBER OF INNER LOOP INSIDE A DAY * NSKIP - NUMBER OF SKIP OF TIME STEP FOR PRINTING OUT * NSTEP - LOOP VARIABLE FOR TIME LOOP
* ZTLA - LATITUDE OF THE LAKE (RADIAN) * ZB - ELEVATION OF LAKE BOTTOM (M) * ZS - ELEVATION OF WATER SURFACE (M) * ZAA, AA - ELEVATION VERSUS LAKE SURFACE AREA (M & M2) * ZBB. BB - ELEVATION VERSUS THE WIDTH OF THE LAKE (M & M) * VV - RESERVOIR VOLUME (MA3) * ZOUT - ELEVATION OF WATER DISCHARGED OR WITHDRAWAL (M) * ZIN - BOTTOM ELEVATION OF THE AVON RIVER INTO THE LAKE (M) * Q1 OUT - WATER DISCHARGE RATE FROM THE AVON DAM (M3/D) * Q20UT -- WATER WITHDRAWAL RATE FROM THE UPPER AVON (M3/D) * LO - NUMBER OF VALVES OPENED AT THE PUMPING STATION * QIN - INFLOW RATE TO THE AVON RESERVOIR (M3/D) * V - VERTICAL FLOW EXCHANGE RATE BETWEEN ADJACENT LAYERS (M3/D)
* TA - AIR TEMPERATURE (DEGREE CELCUS) * RAIN - RAINFALL (MM/D) * UW - AVERAGE DAILY WIND SPEED (M/S) * HUMI - HUMIDITY * CGEMA - CLOUD COVER
* TE - WATER TEMPERATURE (CELCUS DEGREE) * C - CONCENTRATION OF DISSOLVED OXYGEN (MG/L) * FE - CONCENTRATION OF TOTAL FE (MG/L) * FE2 - CONCENTRATION OF FILTERABLE FE (MG/L) * FE3 - CONCENTRATION OF PARTICULATE FE (MG/L) * CM - CONCENTRATION OF TOTAL MN (MG/L) * CM2 -- CONCENTRATION OF FILTERABLE MN (MG/L) * CM3 -- CONCENTRATION OF PARTICULATE MN (MG/L) * PT - CONCENTRATION OF PHOPLANKTON BIOMASS (MG/L CHL-A) * CL - CONCENTRATION OF CBOD (MG/L) * TKN -- CONCENTRATION OF TKN (MG/L) * DIN - CONCENTRATION OF DISSOLVED INORGANIC NITROGEN (MG/L) ^*******************************************************************
INCLUDE PARAT.H' DIMENSION FES3(50),FES 13(50),FES25(50),FES40(50)
C —- OPEN DATA FILES CALL OPENF
APPENDIX B COMPUTER PROGRAM B-3
C — INPUT DATA FOR LAKE GEOMETROY, METEOROLOGICAL C AND RESERVOIR OPERATION—
CALL INPUT(NSKIP,NDAV)
C — GIVING INITIAL CONDITIONS CALL IC
MSP = ME/NSKIP
*
CHECK INPUT DATA WRITE(*7*)N=',N,MS=',MS,ME=',ME,ZB=',ZB,ZIN=',ZIN WRITE(*,*) Z0UT1=',Z0UT1,Z0UT1U=',Z0UT1U,' ZOUT2=',ZOUT2 WRITE(*,*) DZ=',DZ,'NSKIP=',NSKIP
WRITE(*,*)ZAA=',(ZAA(I),I= 1,NN) WRrrE(*,*)'AA=',(AA(I),I=l,NN) WRITE(*,*) 'A=',(A(I),I=1,N) WRITE(*,*) ,B=',(B(I),I=1,N) WRITE(*,*) T3B ZBB' DO 413 1= 1.NN WRITE(*,*) BB(I),ZBB(I)
413 CONTINUE WRITE(*,*)VV=',(VV(I),I=1,NN) WRITE(*,*)'Q10UT=',(Q10UT(I),J=1,M1) WRITE(*, *) 'Q20UT=',(Q20UT(I),I= 1 ,M 1)
37 FORMAT(10F8.2)
WRITE(*,*) TA=',(TA(I),I=1,M1) WRITE(*,*) HUMI=',(HUM(I),I=1,M1) WRITE(*,*)'CGEMA=',(CGEMA(I),I=1,M1) WRITE(*,*) U W =,,(UW(I),I=1,M1) WRITE(*,*) RAIN=',(RAIN(I),I=1,M1) WRITE(*,*) ' DEPTH AREA(M2) VOLUMN(M3)' D0 827I=1,NN WRITE(*,*) ZAA(I), AA(I),VV(I)
827 CONTINUE WRITE(*,*) TIN=',(T1N(I),I=1,M1) WRITE(*,*) TE=',(TE(I),I=1,N) WRITE(*,*) 'CL=',(CL(I),I=1,N) WRITE(*,*) C =',(C(I),I=1,N)
ESTIMATION OF INFLOW TO THE AVON RESERVOIR
CALL INFLOW
OPERATION SCHEME AT PUMPING STATION LO - THE NUMBER OF GATES OPENED AT PUMPING STATION
LO= 1 IF(LO.GT.l)THEN
THE FOLLOWING ARE THE ELEVATIONS OF TOP FOUR GATES
3 0009 03192511 3
APPENDIX B COMPUTER PROGRAM B-4
ZOUT2(l) = 316.99 ZOUT2(2) = 315.47 ZOUT2(3) = 313.94 ZOUT2(4) = 311.90
* THE FOLLOWING ARE THE ELEVATIONS OF MIDDLE FOUR GATES C ZOUT2(5) = 312.42 C ZOUT2(6) = 310.90 C ZOUT2(7) = 309.37 C ZOUT2(8) = 307.85 * THE FOLLOWING ARE THE ELEVATIONS OF BOTTOM FOUR GATES C ZOUT2(9) = 306.32 C ZOUT2(10) = 304.80 C ZOUT2(U) = 303.28 C ZOUT2(12) = 300.23
ENDIF
* MAIN TIME LOOP
SODMAX = 0.0
* IN - NUMBER OF INNER LOOP INSIDE A DAY. IN= 1 DTI = DT/FLOAT(IN)
WRITE(7,*)' DAY',' DEPTH(M)','TEMPERATURE',' DO(MG/L)', . " TFE(MG/L)',FE+2(MG/L)',FE+3(MG/L)',TMN(MG/L)','MN+2(MG/L)',
. MN+3(MG/L)'
WRITE(5,*)' DAYS',PHTOSYNTHE',RESPIRATIO',CBOD ', . "NBOD ',REAERATION\'SOD ',DMT \DCV '
. DCH
DO100NSTEP = MS,ME
WRITE(*,*) NSTEP=',NSTEP
* DURING JULY 89 TO JUNE 90, THE VALVE UNDER 3M OF WATER IS USUALLY OPENED IF(LO.EQ.l)THEN ZOUT2(LO) = 316.99 ZTP = ZS(NSTEP) - 3.0 IF(ZTP<316.99) ZOUT2(LO) = 315.47 ENDIF
Q20UT(NSTEP) = Q20UT(NSTEP)/FLOAT(LO)
* DETERMINATION OF THE NUMBER OF LAYERS — CALL LAYERN(NSTEP)
* DETERMINE THE MAXIMUM INFLOW AND OUTFLOW RATES CALL MAXVEL(NSTEP)
* ----- DETERMINATION OF VERTICAL FLOW RATE BETWEEN LAYERS --
APPENDIX B COMPUTER PROGRAM B-5
CALL STEPV(NSTEP) C PLOTTING VERTICAL VELOCITY DISTRIBUTION
IF(MOD(NSTEP,NSKIP).EQ.O) THEN
DO 197JJ=1,N DEPTH = ZS(NSTEP)-ZB-FLOAT(JJ-l)*DZ WRITE(5,*) NSTEP,DEPTH,WP(JJ)
197 CONTINUE
ENDIF
-— DETERMINATION OF EDDY COEFFICIENTS CALL COEDD(NSTEP)
* CHECK THE STABLE CRITERION CALL MMAX(WP,VMAX,N,IMAX) CRC = VMAX * DTI/DZ IF(CRC.GE. 1.0) THEN WRITE(*,*) WARNING V*DTI7DZ =',CRC ENDIF
CALL MMAX(E,EMAX,N,IMAX) CRC = EMAX * DTI/DZ**2 IF(CRC.GE.0.5) THEN WRITE(*,*)WARNING E*DTI/DZ**2 =',CRC ENDIF
* DETERMINATION OF TEMPERATURE PROFILE
D0 45K=1,IN
CALL STEPT(NSTEP,DTI)
* DETERMINATION OF DO PROFILE CALL QUALITY(NSTEP,DTI,SODMAX)
DETERMINATION OF FE AND MN PROFILES — CALL METAL(NSTEP,DTI)
45 CONTINUE
C CALCULATION OF TEMPERATURE, DO, FE AND MN FOR SELECTIVE WITHDRAWAL
IF(Q2OUT(NSTEP).EQ.0.0) GOTO 100 IF(MOD(NSTEP,NSKIP).EQ.0) THEN CALLSELWITH(EPT,EPDO,EPFE,EPMN,NSTEP,LO) WRITE(9, *) NSTEP,EPT,EPDO,EPFE,EPMN ENDIF
OUTPUT
APPENDIX B COMPUTER PROGRAM B-6
C MOP = 0 - PRINTING THE COMPARISON GRAPHICS C = 1 - PRINTING THE CONTOUR C ISET > 0 - FOR OUTPUT OF DO, TE C ISET < 0 - FOR OUTPUT OF FE & MN
MOP = 0 IF(MOP.EQ.O) THEN
ISET = -1 IF (ISET.GT.O) THEN
C OUTPUT FOR COMPARISON OF TEMPERATURE AND DO IF(NDAV.EQ.1)THEN NPT1 = 159 NPT2=182 NPT3 = 207 NPT4 = 227 NPT5 = 255 NPT6 = 280 NPT7 = 321 NPT8 = 342
ELSEIF(NDAV.EQ.6.0R.NDAV.EQ. 12) THEN NPT1 = 52 NPT2 = 74 NPT3 = 103 NPT4 = 194 NPT5 = 223 NPT6 = 230 NPT7 = 251 NPT8 = 283 ELSEIF(NDAV.EQ.7) THEN NPT1 = 81 NPT2=145 NPT1=40 NPT2 = 98 NPT3=167 NPT4 = 201 NPT5 = 216 NPT6 = 241 NPT7 = 263 NPT8 = 276
ENDIF
ELSE C OUTPUT FOR COMPARISON OF FE AND MN
NPTI = 159 NPT2= 189 NPT3 = 216 NPT4 = 244 NPT5 = 255 NPT6 = 280 NPT7 = 321 NPT8 = 342
ENDIF
APPENDIX B COMPUTER PROGRAM B-7
IF(NSTEP.EQ.NPT1.0R.NSTEP.EQ.NPT2)THEN CALL 0UTEMP(NSTEP,8,1)
ENDIF IF(NSTEP.EQ.NPT3.0R.NSTEP.EQ.NPT4)THEN
CALL OUTEMP(NSTEP,8,l) ENDIF IF(NSTEP.EQ.NPT5,OR.NSTEP.EQ.NPT6)THEN
CALL OUTEMP(NSTEP,8,l) ENDIF IF(NSTEP.EQ.NPT7.0R.NSTEP.EQ.NPT8)THEN
CALL 0UTEMP(NSTEP,8,1) ENDIF
ELSE C FOR PLOTTING COUTOUR
IF(MOD(NSTEP,NSKIP).EQ.O) THEN D05J= 1,N IF(ZT(J).GE.298.) THEN NB = J GOTO 75
ENDIF 5 CONTINUE
NB = 1 75 CALL COUNT(NSTEP,7,NB)
ENDIF
ENDIF
100 CONTINUE
END * - THE END OF MAIN PROGRAM --
******************************************************
SUBROUTINE COUNT THIS SUBROUTINE IS FOR PRINTING OUTPUT IN THE FORMAT REQUIRED FOR CONTOUR GRAPHS ******************************************************
SUBROUTINE COUNT(NSTEP,NF,NB) DIMENSION ZZ(50)
INCLUDE PARAT.H'
WRITE(NF,*) "T(DAYS) = ",NSTEP WRITE(NF,*) N,ZS(NSTEP)
DO 50 I = NB, N ZZ(I) = ZS(NSTEP) - (ZB + (FLOAT(I) -0.5)*DZ) WRITE(NF,377)NSTEP,ZZ(I),TE(I),C(I),FE(I),FE2(I),FE3(I),
CM(I),CM2(I),CM3(I)
APPENDIX B COMPUTER PROGRAM 15-8
50 CONTINUE
377 FORMAT(I5,9F10.3)
RETURN END
* SUBROUTINE MMAX * THIS SUBROUTINE IS FOR DETERMINATION OF MAXIMUM VALUE IN ARRAY A
SUBROUTINE MMAX(A,VT,N,L)
DIMENSION A(53)
VT = 0.
DO50I=l,N
IF(ABS(A(I)).GT.VT) THEN VT = A(I) L = I GOTO 100 ENDIF
50 CONTINUE
100 RETURN END
* **********************************************************
* SUBROUTINE OUTEMP * THIS SUBROUTINE IS FOR PRINT OUT SIMULATION RESULTS * ***********************************************************
SUBROUTINE OUTEMP(NSTEP,NF,NB)
INCLUDE PARAT.H'
WRITE(NF,* WRITE(NF,*
WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,* WRITE(NF,*
"T(DAYS)=",NSTEP N-NB+1,ZS(NSTEP)
(ZT(I),I=NB,N) (TE(I),I=NB,N) (C(I),I=NB,N) (CL(I),I=NB,N) (AN(I),I=NB,N) (TN(I),I=NB,N) (PT(I),I=NB,N) (ON(I),I=NB,N) (FE(I),I=NB,N) (CM(I),I=NB,N) (FE2(I),I=NB,N) (CM2(I),I=NB,N) (FE3(I),I=NB,N)
APPENDIX B COMPUTER PROGRAM B-9
WRITE(NF,*) (CM3(I),I=NB,N)
RETURN END
* ********************************************************
* SUBROUTINE SELWITH THIS SUBROUTINE IS TO CALCULATE THE WATER SUPPLY QUALITY FOR SELECTIVE WITHDRAWAL
* ********************************************************
SUBROUTINE SELWITH(EPT,EPDO,EPFE,EPMN,NSTEP,L)
INCLUDE PARAT.H'
SSUMT = 0. SSUMD = 0. SSUMF = 0. SSUMM = 0.
D22 = Q20UT(NSTEP) IF(D22.EQ.O.) GOTO 50
DO10I=l,N
ZOUT = ZOUT2(L) DOUT = DOUT2(L) Z1=ZB + (I-1)*DZ CALL TRAPZDO(Zl ,Zl+DZ,ZOUT,DOUT,S02,10)
SSUMT = SSUMT + TE(I)*UOM2(L)*S02 SSUMD = SSUMD + C(I)*UOM2(L)*S02 SSUMF = SSUMF + FE(I)*UOM2(L)*S02 SSUMM = SSUMM + CM(I)*UOM2(L)*S02
10 CONTINUE
EPT = SSUMT/D22 EPDO = SSUMD/D22 EPFE = SSUMF/D22 EPMN = SSUMM/D22
50 RETURN END
*************************************************************************
APPENDIX B COMPUTER PROGRAM B-10
Outline of set up of the computation
This task includes input all essential data and initial conditions for the model. It reads
reservoir geometric, meteorological and reservoir hydraulic and operation data. Input-output
files are also opened as required in this section of the code. This section also includes the
computations necessary to complete construction of the finite difference grid, that is , its
internal representation among the variables and array that defines dimensions and sizes,
such as width and horizontal area of each cell. This geometry is fixed without regard to the
location of the water surface for all cells under the surface layer.
SUBROUTINE INPUT THIS SUBROUTINE IS FOR READING ALL INPUT DATA
SUBROUTINE INPUT(NSKIP,NDAV)
DIMENSION WM(23) CHARACTER*80 CC
INCLUDE PARAT.H'
PI = ACOS(-l.)
INPUT CONTROL FACTOR OF COMPUTATION
READ(2,*) CC READ(2,*)FSL,ZB,ZIN,ZOUTl,ZTLA,DT,NSKIP,N,MS,ME,NDAV
DZ = (FSL-ZB)/FLOAT(N)
* — INPUT LAKE HORIZONTAL AREA WITH ELEVATION -READ(2,*) CC READ(2,*) (WM(I),I=1,NN)
* CHANGE UNIT TO METER D0 23I=1,NN ZAA(I) = 0.305 * WM(I)
23 CONTINUE
READ(2,*) CC READ(2,*) (WM(I),I=1,NN)
* CHANGE UNIT TO METERA2 DO 241= 1,NN AA(I) = 4047. * WM(I)
24 CONTINUE
APPENDIX B COMPUTER PROGRAM B-ll
INPUT LAKE LATERAL WIDTH & VOLUME WITH ELEVATION
READ(2,*) CC READ(2,*) (WM(I),I=1,NN) DO 25 1= 1,NN ZBB(I) = 0.305 * WM(I)
25 CONTINUE
READ(2.*) CC READ(2,*) (BB(1),I=1,NN)
READ(2,*) CC READ(2,*) (VV(I),I=1,NN) D0 27I=1,NN VV(I) = 4.54596 * VV(I)*l.E-3
27 CONTINUE WRITE(*.*) VV(MA3)=',(VV(I),I=1,NN)
INPUT DISCHARGE RATE FROM AVON DAM
READ(2,*) CC READ(2,*)(Q10UT(I),I=1,M1)
INPUT WITHDRAW RATE FROM PUMPING STATION
READ(2,*) CC READ(2, *)(Q20UT(I),I= 1 ,M 1)
INPUT THE RECORD OF WATER SURFACE VARIATION
READ(2,*) CC READ(2,*) (ZS(I),I=1,M1)
SUM = 0. FWAX = 0.0 FWIN = 0.0 DO 150 1=1, Ml QIOUT(I) = 1000.* QIOUT(I) Q20UT(I) = 1000.* Q20UT(I) ZS(I) = FSL + ZS(I) DUM2 = QIOUT(I) + Q2QUT(I)
IF(DUM2.GT.FWAX) FWAX = DUM2 IF(DUM2.LT.FWIN) FWIN = DUM2 SUM = SUM + DUM2
150 CONTINUE SUM = SUM/FLOAT(Ml) WRITE(*,*) 'AVE OUTFLOW=',SUM,'MAXFLOW=',FWAX,MINFW=',FWIN
t-
APPENDIX B COMPUTER PROGRAM
METEOROLOGICAL INFORMATION
* INPUT AIR TEMPERATURE READ(2,*) CC READ(2,*)(TA(I),I=1,M1)
* —- INPUT HUMIDITY READ(2,*) CC READ(2,*) (HUM(I),I=1,M1)
* —- INPUT CLOUDY COVER READ(2,*) CC READ(2,*) (CGEMA(I),I=1,M1)
* — INPUT WIND SPEED READ(2,*) CC READ(2,*) (UW(I),I=1,M1)
* — INPUT RAINFALL READ(2,*) CC READ(2,*) (RAIN(I),I=1,M1)
* — INPUT EVAPORATION DATA READ(2,*) CC READ(2,*) (EVAP(I),I=1,M1)
* DETERMINE THE CROSS AREA AND WIDTH AT EACH LAYER A(l) = 5000. DO 1801 = 2, N+l ZZ = ZB + FLOAT(I-l)*DZ CALL LINEPOLI(ZAA,AA,23,ZZ,A(I))
180 CONTINUE
DO 2001= 1,N ZT(I) = ZB + (FLOAT(I)-0.5)*DZ CALLLINEPOLI(ZBB,BB,23,ZT(I),B(I))
200 CONTINUE
RETURN END
* SUBROUTINE IC * * THIS SUBROUTINE GIVES THE INITIAL VALUES OF TEMPERATURE, * * DO, BOD,TOTAL FE AND MN, FE+2 & MN+2 PROFILE *_
SUBROUTINE IC
INCLUDE PARAT.H'
DO 456 I = N, 1,-1
TE(I)= 10. C(I) = 8.3
APPENDIX B COMPUTER PROGRAM B-13
CL(I) = 0.1 FE(I) = 0.2
CM(I) = 0.25 FE2(I) = 0.15 CM2(I) = 0.1 FE3(I) = FE(I) -FE2(I) CM3(I) = CM(I) - CM2(I) V(I) = 0.0
456 CONTINUE
RETURN END
* ************************************************************
SUBROUTINE LINEPOLI * * THIS SUBROUTINE IS FOR LINEAR INTERPOLATION * * ************************************************************
SUBROUTINE LINEPOLI(XA,YA.N1 ,X,Y) DIMENSION XA(N1),YA(N1)
IA = 0 DO 100I=1,N1
IF(X.GT.XA(I)) GOTO 100 IA = I
GOTO 300
C GOTO 200 100 CONTINUE
300 IF(IA.EQ.O) THEN Y = YA(N1) ELSEIF(IA.EQ.1)THEN
Y = YA(1) ELSE
200 Y = YA(IA-1) + (YA(IA)-YA(IA-1))/ (XA(IA)-XA(IA-1 ))*(X-XA(IA-1)) ENDIF
RETURN END
* SUBROUTINE OPENF
* THIS SUBROUTINE IS FOR OPENING DATA FILES *
SUBROUTINE OPENF
OPEN(2,FILE='JOIN2W.DAT',STATUS=UNKNOWN') OPEN(3, FILE=PLOT.DAT',STATUS=UNKNOWN')
OPEN(5, FILE='SECTION.DAT',STATUS=UNKNOWN') OPEN(7,FILE='COUNTS.DAT',STATUS=UNKNOWN')
OPEN(8, FILE=TEMP1.DAT',STATUS = U N K N O W N ) OPEN(9, FILE='SOD.DAT',STATUS = UNKNOWN')
RETURN
APPENDIX B COMPUTER PROGRAM B-14
END
****************************************************************************
A HYDRODYNAMIC MODEL
Outline of the program RESMOD-HD
Inflows are estimated by use of water balance equation. Outflows result from the
withdrawal at the Upper Avon pumping station and the dam release at the Avon dam. At
the inlets and outlets, the Gaussian distribution function of velocity profiles are assumed.
The governing model equations of transport are vertically and layer-averaged. The
fundamental basis for computing vertical velocity is the continuity expression. Beginning at
the bottom active cell, the net advection through the sides and any sources or sinks can be
computed. Since the volume of the cell does not change, the velocity at the top of the cell
is easily computed. The code automatically expands or contracts the grid to accommodate
rising and falling water surface in , so the surface layer should be large enough to contain
anticipated volume. This is implemented in the subroutine layern.
* ************************************************************
* SUBROUTINE INFLOW * * THIS SUBROUTINE ESTIMATES INFLOW RATES USING THE * * MASS BALANCE EQUATION * * *********************************************************** *
SUBROUTINE INFLOW
INCLUDE PARAT.H'
SUM=0.0 NNT=0
DO 1001= 1.M1-1
DEPTH 1 =ZS(I)-ZB VI = (-5E-06*DEPTH1**4+0.0016*DEPTH1**3-0.0332*DEPTH1**2 +0.2702*DEPTH1-0.283)*lE+6
CALLLINEPOLI(ZAA,VV,NN,ZS(I+l),V2) DEPTH2 = ZS(I+1)-ZB V2 = (-5E-06*DEPTH2**4+0.0016*DEPTH2**3-0.0332*DEPTH2**2 +0.2702*DEPTH2 - 0.283)* 1E+6
APPENDIX B COMPUTER PROGRAM B-15
AS = (-2E-07*DEPTH1**4 + 1E-05*DEPTH1**3 + 0.003*DEPTH1**2 - 0.0314*DEPTH1 + 0.0673)*lE+6 RA = (RAIN(I)-EVAP(I))*1.0E-3 RNET = AS*RA
QIN(I) = Q10UT(I)+Q20UT(I)+(V2-V1) - RNET IF(QIN(I)<0.0) THEN SUM=SUM+QIN(I) NNT = NNT+1 QIN(I) = 0.0 ENDIF
100 CONTINUE
QIN(M1) = QIN(M1-1)
RETURN END
* SUBROUTINE LAYERN * * DETERMINE THE NUMBER OF LAYERS , N *
SUBROUTINE LAYERN(I)
INCLUDE PARAT.H'
ZZ = ZB + FLOAT(N-l)*DZ DFC = ZS(I) - ZZ
IF(DFC.GT. 1.25*DZ) THEN N = N + 1 ZZ = ZB + FLOAT(N)*DZ CALL LINEPOLI(ZAA,AA,23,ZZ,A(N+l)) ZZ = ZZ - DZ/2. CALL LINEPOLI(ZBB,BB,23,ZZ,B(N)) DZS = DFC - DZ ELSEIF(DFC.LT.0.25*DZ) THEN N = N-1 DZS = DFC ELSE DZS = DFC ENDIF
RETURN END
•f *************************************************************
* THIS SUBROUTINE DETERMINES THE MAXIMUM VELOCITIES IN * * PROFILES OF INFLOW AND OUTFLOW * • UI - THE MAXIMUM VELOCITY IN THE INFLOW PROFILE * * DOM 1 & UOM2 - THE MAXIMUM VELOCITY IN THE OUTFLOW PROFILE * Is * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
APPENDIX B COMPUTER PROGRAM B-16
SUBROUTINE MAXVEL(I)
* DETERMINE THE INFLOW VELOCITY DISTRIBUTION
INCLUDE PARAT.H'
DATA EP/2.34E-4/
Dl =QIN(I)
CALLTRAPZDO(ZIN,ZS(I),ZS(I),ZS(I)-ZIN,S,50) UI = D1/S
* DETERMINE THE MAXMIM OUTFLOW VELOCITY D12 = Q10UT(I) D22 = Q20UT(I)
IF(I.LE. 11.0R.I.GT.275) THEN ZOUTlU=ZS(I) CALL LINEPOLI(ZBB,BB,NN,ZOUT1U,BO) ELSE CALL LINEPOLI(ZBB,BB,NN,ZOUT1,BO) ENDIF
Ql =D12/B0 DOUT1 = 1.224*(Q1**2/(7.315E10*EP))**0.25
D0 33L=l,LO
C ASSUMING THE WIDTH OF INTAKE GATE AT UPPER AVON PUMPING STATION C B0=1M
B0= 1.0 Q2 = D22/B0 DOUT2(L) = 1.224*(Q2**2/(7.315E10*EP))**0.25
33 CONTINUE
IF(D12.NE.0.0)THEN IF(I.LE. 11 .OR.I.GT.275) THEN Z0UT1U = ZS(I) ZOUT = ZOUTlU
ELSE ZOUT = ZOUTl
ENDIF
DOUT = DOUT1 CALLTRAPZDO(ZB,ZS(I),ZOUT,DOUT,S,80) UOM1 =D12/S ELSE UOM1 =0.0 ENDIF
D0 44L=l,LO
IF(D22.NE.0.0) THEN
APPENDIX B COMPUTER PROGRAM
ZOUT = ZOUT2(L) DOUT = DOUT2(L)
CALLTRAPZDO(ZB,ZS(I),ZOUT,DOUT,S,80) UOM2(L) = D22/S
ELSE UOM2(L) = 0.0
ENDIF
44 CONTINUE
RETURN END
* ***********************************************************
DETERMINE THE VERTICAL FLOW RATE AT EACH HORIZONTAL LAYER * * ***********************************************************
SUBROUTINE STEPV(I)
INCLUDE PARAT.H'
D12 = Q10UT(I) D22 = Q20UT(I)
V(1) = 0.0
DO 232 J = 2,N
ZZ = ZB + FLOAT(J-l) *DZ
IF (ZZ.LT.ZIN) THEN SIN = 0.
ELSE CALLTRAPZDO(ZIN,ZZ,ZS(I),ZS(I)-ZIN,SIN,80)
ENDIF
IF(D12.NE.0.)THEN
IF(I.LE. 11 .OR.I.GT.275) THEN ZOUT1U = ZS(I) ZOUT = ZOUT 1U
ELSE ZOUT = ZOUT1
ENDIF
DOUT = DOUT 1 CALLTRAPZDO(ZB,ZZ,ZOUT,DOUT,SOl,80) ELSE SOI =0 ENDIF
V(J) = UI*SIN-UOMl*S01
D0 55L= l,LO
APPENDIX B COMPUTER PROGRAM
IF(D22.EQ.O.) THEN S02 = 0.
ELSE ZOUT = ZOUT2(L) DOUT = DOUT2(L) CALLTRAPZDO(ZB,ZZ,ZOUT,DOUT,SO2,80)
ENDIF
V(J) = V(J) - UOM2(L)*S02
55 CONTINUE
CALL LINEPOLI(ZAA,AA,NN,ZZ,Al) WP(J) = V(J)/A1
232 CONTINUE V(N+1) = 0.
RETURN END
* SUBROUTINE TRAPZSDO * * THIS SUBROUTINE IS FOR NUMERICAL INTEGRATION USING * * CLASSIC FORMULAS FOR EQUALLY-SPACED ABSCISSAS *
SUBROUTINE TRAPZDO(Y 1 ,Y2,ZOU,DOU,S,M)
INCLUDE PARAT.H'
DX = (Y2-Yl)/FLOAT(M) S = 0.
DO100I=l,M
X2 = Yl+FLOAT(I)*DX XI =X2-DX S = S + 0.5 * (FUNCP(Xl,ZOU,DOU) + FUNCP(X2,ZOU,DOU)) * DX
100 CONTINUE
RETURN END
****************************************************************
FUNCTION FUNCB(X)
INCLUDE PARAT.H'
CALL LINEPOLI(ZBB,BB,NN,X,Y) FUNCB = Y
RETURN
APPENDIX B COMPUTER PROGRAM B-19
END
* *******************************************************************************
* THIS FUNCTION IS GAUSS DISTRIBUTION FOR INFLOW AND OUTFLOW PROFILES * * *******************************************************************************
FUNCTION FUNCP(X,ZOU,DOU) INCLUDE PARAT.H'
XX = -(X-ZOU)**2/DOU/DOU/2. IF(XX.LT.-25.) THEN FUNCP = 0. ELSE CALL LINEPOLI(ZBB,BB,NN,X,Y) FUNCP = Y * EXP(XX) ENDIF
RETURN END
A THERMAL STRATIFICATION MODEL
Outline of the program RESMOD-ST
The stratification model begin with the specification of heat source from atmosphere. The
computation of surface heat requires that appropriate meteorological data be available.
Solar radiation is estimated by use of function solar. The distribution of solar radiation in
the vertical dimension is controlled by the parameter extinction coefficient, ETR. Heat
contributions due to inflows are included in the heat budget by specifying a flow rate and
corresponding temperature, represented by dt4. The solar radiation contribution, diffusion
and vertical advection transportation to the heat budget are represented by dtl, dt2 and dt3.
The eddy model is implemented in the subroutine coedd. The updated temperature is
obtained by sum of all sources and sinks to the previous temperature.
SUBROUTINE STEPT * THIS SUBROUTINE IS FOR SIMULATION OF THERMAL STRATIFICATION * BI-THE RATIO OF RADIATION ABSORBED AT THE SURFACE TO THE SHORTWAVE * RADIATION(0.4-0.5) * SCDP - SECCHI DEPTH (M) * ETR-B ULK EXTINCTION COEFFICIENT * FS - AVAILABLE GLOBAL SOLAR RADIATION INCIDENT AT GROUND LEVEL * FO - THE SHORTWAVE SOLAR RADIATION AVAILABLE AT THE WATER SURFACE * FRI - INCOMING LONGWAVE RADIATION
APPENDIX B COMPUTER PROGRAM B-20
FRA - AVAILABLE LONGWAVE RADIATION * F1. F2 - DISTRIBUTION OF SHORTWAVE RADIATION BELOW THE WATER SURFACE * FE 1 - EVAPORATION HEAT LOSS
FC - CONDUCTION HEAT LOSS * AS - THE SHORTWAVE REFLECTIVITY * BI - FRACTION FACTOR OF SHORTWAVE RADIATION AB SORBED AT THE WATER
SURFACE * AL - THE LONGWAVE REFLECTIVITY, GENERALLY * C W - LONGWAVE EMISSIVITY, 0.972 * CGEMA-CLOUD OVER OR SUNSHINE DURATION * HUM - RELATIVE HUMIDITY, HUM = EA/ESA * TA - ATMOSPHERE TEMPERATURE * TE - WATER TEMPERATURE * EA - VAPOR PRESSURE (N/MA2) AT TA * ESA - SATURATED VAPOR PRESSURE (N/MA2) AT TA * EWA - SATURATED VAPOR PRESSURE (N/MA2) AT TE * CA - EFFECTIVE ATMOSPHERIC EMISSIVITY * C W - LONGWAVE EMISSIVITY
CG - STEPHEN-BOLTZMAN CONSTANT (W/MA2 KA4) CP - THE SPECIFIC HEAT(J/KG.K)
* *********************************************************************
SUBROUTINE STEPT(NSTEP,DTI)
INCLUDE PARAT.H' DATA CP/4.186E3/,AL/0.03/,AS/0.06/,CW/0.972/,CG/5.6697E-8/
* EXTINCTION COEFFICIENT SCDP = 5.2930 + NSTEP*5.4237E-2 - NSTEP**2*4.9466E-4 + 1.024E-6*NSTEP**3 ETR = 1.6/SCDP
* ESTIMATION OF FRACTION FACTOR BI OF SHORTWAVE RADIATION ABSORBED * AT THE WATER SURFACE
BI = 0.265 *LOG(ETR) + 0.614
* AVAILABLE GLOBAL SOLAR RADIATION INCIDENT AT GROUND LEVEL FS = 24.*3600.*SOLAR(NSTEP,ZTLA,CGEMA(NSTEP))
* AVAILABLE SHORTWAVE RADIATION AT THE WATER SURFACE FO = FS*(l.-AS)
* HEAT BUDGET IN THE BOTTOM LAYER OF A LAKE Zl =ZB Z2 = Zl + DZ Fl = FO * (1. - BI) * EXP(-ETR * (ZS(NSTEP) - Zl)) F2 = FO * (1. - BI) * EXP(-ETR * (ZS(NSTEP) - 72)) AI = (A(l) + A(2))/2. P = DENF(TE(1))
SHORTWAVE RADIATION PENETRATING INTO THE WATER COLUMN DTI = (F2 * A(2) - Fl * A(l)) * DTI
. HP * CP * AI * DZ)
* EDDY DIFFUSION CONTRIBUTION DT2 = (TE(2)-TE(1))/DZ*A(2)*E(1)*DTI/AI/DZ
APPENDIX B COMPUTER PROGRAM B-21
VERTICAL ADVECTION CONTRIBUTION IF(V(2).GE.O.) THEN DT3 = -V(2)*TE(1)*DTI/AI/DZ ENDIF
IF(V(2).LE.O.) THEN DT3 = -V(2)*TE(2)*DTI/AI/DZ ENDIF
SOURCE OR SINK DUE TO DISPLACEMENT OF WATER BY INFLOW OR OUTFLOW ZZ = ZB + DZ/2 CALL HORADV(NSTEP,ZZ,UIN,UOUT) DT4 = (UIN*TE(l)-UOUT*TE(l))*DTI/AI
FINAL HEAT BUDGET WP(1) = TE(1) + DTI + DT2 + DT3 + DT4
IF(WP(l).LT.O.) WP(1) = 0.0
* THE SPATIAL LOOP IN WATER COLUMN
DO 150I = 2,N-1
P = DENF(TE(I))
Zl = ZB + (FLOAT(I)-l)*DZ Z2 = Zl + DZ
Fl = FO * (l.-BI) * EXP(-ETR*(ZS(NSTEP)-Z1)) F2 = FO * (l.-BI) * EXP(-ETR*(ZS(NSTEP)-Z2))
AI = (A(I+l) + A(I))/2.
* SHORTWAVE RADIATION CONTRIBUTION DTI = (F2 * A(I+1) - Fl * A(I)) * DTI
/(P * CP * AI * DZ)
* EDDY DIFFUSION CONTRIBUTION DT2 = ((TE(I+1)-TE(I))/DZ * A(I+1)*E(I+1)-(TE(I)
. -TE(I-1 ))* A(I)*E(I)/DZ)* DTI/AI/DZ
* VERTICAL ADVECTION CONTRIBUTION CALL VERADV(V(I), V(I+1 ),TE(I-1 ),TE(I),TE(I+1),
AI,DZ,DTI,DT3)
* SOURCE OR SINK DUE TO DISPLACEMENT OF WATER THROUGH INFLOW OR OUTFLOW ZZ = Zl + DZ/2. CALL HORADV(NSTEP,ZZ,UIN,UOUT) DT4 = (UIN*TE(I)-UOUT*TE(I))*DTI/AI
* FINAL HEAT BUDGET IN A CONTROL VOLUME WP(I) = TE(I) + DTI + DT2 + DT3 + DT4
APPENDIX B COMPUTER PROGRAM B-22
IF(WP(I).LT.O.O) WP(I)=0.0
150 CONTINUE
* HEAT BUDGET IN THE SURFACE LAYER OF A LAKE ESA = 2.1718E10*EXP(-4157./(TA(NSTEP)+239.09)) EWA = 2.1718E10*EXP(-4157./(TE(N)+239.09)) EA = HUM(NSTEP) * ESA
* INCOMING LONGWAVE SOLAR RADIATION IF(CGEMA(NSTEP).GE.0.4) THEN CA = 0.84-CGEMA(NSTEP)*(0.1-9.973E-6*EA) +3.491E-5*EA ELSE CA = 0.87-CGEMA(NSTEP)*(0.175-29.92E-6*EA) +2.693E-5*EA ENDIF FRI = CA * CG * (TA(NSTEP)+273.)**4
* AVAILABLE LONGWAVE RADIATIVE FLUX FRA = FRI * (1. - AL)*24.*3600.
* EMITTED LONGWAVE RADIATIVE FLUX FRO = 24.*3600.*CW * CG * (TE(N) + 273.)**4
* EVAPORATION FLUX P = DENF(TE(N)) EV = 1.0E-5 * (4.4 + 1.82*UW(NSTEP)) * (EWA - EA) FE1=P*EV
* CONDUCTION HEAT FLUX PA=101.3E3 FC = FEl*0.61E-3 *PA*(TE(N)-TA(NSTEP))/(EWA-EA)
* THE NET AVAILABLE ENERGY FN = FO*BI + FRA - FRO -(FE1 +FC)*24.*3600.
* TEMPERATURE INCREASE AT THE WATER SURFACE AI = (A(N+l) + A(N))/2. DT6 = FN * A(N+1) * DTI/(P*CP*AI*DZS) WP(N) = TE(N) + DT6 IF(WP(N).LT.0.) WP(N) = 0.0
* MIXING AT SURFACE LAYER SUM = 0. VS = 0. DO 432 I = N-3.N SUM =SUM + WP(I)*A(I)*DZ VS = VS + A(I)*DZ
432 CONTINUE
TEM = SUM/VS
DO 433 I = N-3.N
APPENDIX B COMPUTER PROGRAM B-23
WP(I) = TEM 433 CONTINUE
C ADJUSTING THE STABLE DENSITY DO 450 J = 1, 120 JM = 0 DO 434 I = N, 2,-1
IF(WP(I).LT.WP(I-1)) THEN SUM = WP(I)*A(I)*DZ + WP(I-1)*A(I-1)*DZ VS = (A(I)+A(I-1))*DZ TEM = SUM/VS WP(I) = TEM WP(I-1) = TEM JM = JM + 1 ENDIF
434 CONTINUE IF(JM.EQ.O) GOTO 438
450 CONTINUE
438 D0 555I=1,N TE(I) = WP(I)
555 CONTINUE
RETURN END
* THIS FUNCTION IS FOR CALCULATION OF THE TOP ATMOSPHERE RADIATIVE FLUX * BASED ON THE LATITUDE, TIME OF A YEAR AND CLOUD COVER * D - THE RATIO OF THE AVERAGE TO THE INSTANTANEOUS EARTH-SUN DISTANCE * DLT - SOLAR DECLINATION * H — THE HALF DAY LENGTH * ***********************************************************************************
FUNCTION SOLAR(I,ZTLAl,CDY)
DATA B/0.5/
PI = ACOS(-l.) ZTLA = ZTLA1 * PI/180.
D = l./(l.-0.01673*COS(2.*PI*FLOAT(I)/365.)) DLT = 0.4093*SIN(2.*PI*(FLOAT(I)-79.75)/365.) H = ACOS(-TAN(ZTLA)*TAN(DLT))
VALUE = H*SIN(ZTLA)*SIN(DLT)+COS(ZTLA)*COS(DLT)*SIN(H)
SOLARFF = 433.7477*D*D*VALUE
A = 0.29*COS(ZTLA) SOLAR = (A + B*CDY)*SOLARFF
END
APPENDIX B COMPUTER PROGRAM B-24
EDDY MODEL
Eddy coefficients are used to model the influence of turbulence. The water density is
calculated in the function D E N F and is based upon water temperature.
C THIS SUB ROUTINE IS FOR COMPUTATION OF EDDY COEFFICIENT C GAPI- VON KARMAN'S CONSTANT, 0.401 C CW- FRICTION VELOCITY C E - EDDY COEFFICIENT C P0 - TURBULENT PRANDTLE NUMBER C RI - RICHARDSON NUMBER
SUBROUTINE COEDD(NSTEP)
INCLUDE PARAT.H'
DATA G/9.8/, GAPI/0.401/
VWIN = UW(NSTEP) PI = ACOS(-l.) CF = 6.6 * SQRT(SIN(ZTLA*PI/180)) * VWIN**(-1.84) CW=1.2E-3*VWIN
DO 50 I = 2, N
Z2 = ZS(NSTEP)-ZB-(FLOAT(I)-l./2.) * DZ Zl = ZS(NSTEP)-ZB-(FLOAT(I)-3./2.) * DZ PI =DENF(TE(I-1)) P2 = DENF(TE(I)) P = (PI +P2)/2.
BN = ABS(-G/P * (P2 - P1)/DZ)
XI = 40. * BN * (GAPI * Z2 /CW)**2 XX = -2.*CF*Z2 IF(XX.LT.(-18.))THEN YI = 0.0 ELSE YI= EXP(-XX) ENDIF
RRI = SQRT(1+XI*YI) RI = (-l. + RRI)/20.
XI=-CF*Z2 IF(XI.LT.(-18))THEN XE = 0.0 ELSE XE = EXP(XI) ENDIF
APPENDIX B COMPUTER PROGRAM B-25
IF(I.LE.5) THEN PO = 0.85 ELSE PO = 0.6 ENDIF
123 E(I) = 86400. * GAPI * CW * Z2 * XE *(l. + 37. *RI**2)**(-1)/P0
50 CONTINUE
E(1) = E(2)
RETURN END
* ***********************************************************************************
* THIS FUNCTION IS TO DETERMINE WATER DENSITY ACCORDING TO ITS TEMPERATURE * ***********************************************************************************
FUNCTION DENF(X)
DENF = (1. - 1.9549E-5*ABS(X-4)**1.68)*1.E3
END
***************************************************************************************
DISSOLVED OXYGEN MODEL
Outline of the program RESMOD-DO
The RESMOD-DO model includes all major internal and external sources and sinks.
Almost all coefficients are affected by temperature, and that effect is included in a series of
temperature rate multipliers. The flux term due to inflows is represented by dch and
vertical advection term, dcv and diffusion term, dmt. The above physical transport terms
are computed in a series of subroutines. The constituent fluxes from internal sources or
sinks, such as photosynthesis, reaeration, respiration and BOD are specified by direct inputs
of field data from other water constituents. The total sources and sinks for DO in the
transport computation is then the sum of the external and internal source and sinks.
Computations is using explicit scheme.
* ************************************************************
* SUBROUTINE QUALITY * THIS SUBROUTINE IS FOR PREDICTION OF CONCENTRATIONS OF
APPENDIX B COMPUTER PROGRAM B-26
* DO USING CBOD, TKN, DIN AND CHL-A AS DIRECT INPUTS * C - CONCENTRATION OF DO (MG/L) * CL - CONCENTRATION OF CBOD (MG/L) * PT - THE TOTAL PHYTOPLANKTON REPRESENTED BY CHL-A(UG/L CHL-A) * TKN - THE TKN CONCENTRATION (MG/L) * DIN - DISSOLVED INORGANIC NITROGEN (UG N/L)
* FS - THE SATURATING LIGHT INTENSITY * F1. F2. F3 ~ DAILY AVERAGE VISIBLE LIGHT INTENSITY IN LAST THREE DAYS * USTAR - WIND SHEAR VELOCITY * CS - SATURATION OXYGEN LEVEL * DK20. DK2 - REAERATION RATE OF DO (1/DAY) AT WATER TEMPERATURE * 20 DEGREE AND ANY TEMPERATURE * DDR - REAERATION CONTRIBUTION TERM TO DO BUDGET * DK1 - THE DECAY RATE OF CBOD (1/DAY) * DDCB - DO CONSUMPTION TERM BY CBOD * KN2 - THE DEOXYGENATION RATE OF NBOD * DDN - DO CONSUMPTION TERM BY NBOD * DMT - DIFFUSION TERM IN DO BUDGET * DCV - VERTICAL ADVECTION TERM IN DO BUDGET * DCH - SOURCE OR SINK TERM IN DO BUDGET DUE TO INFLOWS OR OUTFLOWS * IN SOD SUBMODEL * KC - THE CHEMICAL MASS TRANSFER COEFFICIENT(M/D) * K02 - HALF-SATURATION CONSTANT, 1.4 MG/L * UB - AEROBIC OXIDATION RATE OF BSOD(G/MA2-D)
* KN - HALF SATURATION CONSTANT, 10-20UG/L IN MICHAELIS-MENTEN EQ. * UMAX - MAXIMUM ALGAL GROWTH RATE * AFA - 6 MG C/MG CHL-A * CCHL - RATIO OF ORGANIC CARBON TO CHL-A
* ***************************************************************************
SUBROUTINE QUALITY(NSTEP,DTI,SODMAX)
REAL KC, K02,KN2,KN,KN1
DATA KC/0.035/,KO2/l .4/,UB/0.7/,KN/0.01/ . ,KN2/0.1/,AS/0.06/,BI/0.4/
INCLUDE PARAT.H'
* READ OBSERVED CHL-A VALUES FROM INTERPOLATION CURVES
DO 31 I = N, 1,-1 Zl = ZB + (FLOAT(I)-0.5)*DZ ZLA = ZS(NSTEP) - Zl IF(ZLA.LE.3.) THEN PT(1) = CHLO(NSTEP) ELSEIF(ZLA.GT.3..AND.ZLA.LE.6.)THEN PT(I) = CHL3(NSTEP) ELSEIF(ZLA.GT.6..AND.ZLA.LE.9.)THEN
APPENDIX B COMPUTER PROGRAM
PT(I) = CHL6(NSTEP)
ELSEIF(ZLA.GT.9..AND.ZLA.LE.12.)THEN PT(I) = CHL9(NSTEP) ELSEIF(ZLA.GT. 12..AND.ZLA.LE. 15.) THEN PT(I) = CHL12(NSTEP) ELSEIF(ZLA.GT.15.) THEN PT(I) = PT(I+l)-PT(I+l)/((FLOAT(I)-1.5)*DZ)* (FLOAT(I+1 )*DZ-FLOAT(I)*DZ)
ENDIF
IF(PT(I).LT.O.) PT(I) = 0.
31 CONTINUE
SURFACE BOUNDARY CONDITION
C AVAIBLE INSTANTANEOUS INCIDENT VISIBLE RADIATION AT WATER C SURFACE IN THE LAST THREE DAYS
FO = SOLAR(NSTEP,ZTLA,CGEMA(NSTEP))*(1.-AS)/0.485 Fl = SOLAR(NSTEP,ZTLA,CGEMA(NSTEP-l))*(l.-AS)
/0.485*( l.-BI) F2 = SOLAR(NSTEP,ZTLA,CGEMA(NSTEP-2))*(l.-AS)
/0.485*( l.-BI) F3 = SOLAR(NSTEP,ZTLA,CGEMA(NSTEP-3))*(l.-AS)
/0.485*(1.-BI) FS = (0.7*Fl+0.2*F2+0.1*F3)/2.0
A0 = FO/FS Al = A0*EXP(-ETR*30.)
H = ZS(NSTEP) - ZB
* MOLECULAR DIFFUSION COEFFICIENT OF DO CEDDY = (0.21+0.052*SIN(2*PI*NSTEP/365+2.61))*lE-4
REAERATION
CS = 14.562 - 0.41022*TE(N) + 0.00799*TE(N)**2
- 0.000077774*TE(N)**3
DC = CS - C(N) USTAR = 0.0015/(1+EXP((UW(NSTEP)-12.5)/1.56))+0.0014
IF(NSTEP.LE.243) THEN DK20= 15.94E-5*0.0396*USTAR/8.0
ELSE DK20= 15.94E-5*0.0396*USTAR/14.0
ENDIF DK2 = 24.*3600.*DK20*1.041**(TE(N)-20.)
DDR = DK2*DC
*
APPENDIX B COMPUTER PROGRAM
* MAIN SPATIAL LOOP IN VERTICAL DIRECTION
DO 100 I = N, 2, -1
Zl = ZB + (FLOAT(I)-0.5)*DZ DEPTH = ZS(NSTEP) - Zl
AV = (A(I+l)+A(I))/2.0
CBOD
44 DKl=0.10*1.047**(TE(I)-20.) DDCB = -DK1*CL(I)
NBOD
TC = KN2*1.08**(TE(I)-20.) TKN = 0.18 DDN = -TC*TKN
DETERMINATION OF DIFFUSION TERM
IF(I.EQ.N) THEN DCV = 0.0 DMT = 0.0 ELSE DM = E(I) + CEDDY*24*3600. DMT1 = DM*A(I+1)*DTI/AV/DZ/DZ*(C(I+1)-C(I)) - DM*A(I)*DTI/AV/DZ/DZ*(C(I)-C(I-1)) ENDIF
IF(DMT1.GT.0.)THEN DMT = DMT1
ELSE DMT = 0.
ENDIF
* DETERMINATION OF VERTICAL ADVECTION TERM
CALL VERADV(V(I), V(I+1 ),C(I-1 ),C(I),C(I+1), AV,DZ,DTI,DCV)
* DETERMINATION OF SOURCE OR SINK DUE TO WATER DISPLACMENT * BY INFLOWS AND OUTFLOWS
CALL HORADV(NSTEP,Zl,UIN,UOUT) DCH = (UIN*CS-UOUT*C(I))*DTI/AV
APPENDIX B COMPUTER PROGRAM
SEDIMENT OXYGEN DEMAND SOD(G/MA2-D)
CSC= KC*1.103**(TE(I)-20.) BC = UB*1.14**(TE(I) - 25.) SOD = CSC*C(I) + BC *C(I)/(K02+C(I)) FAC = (A(I)-A(I-1))/A(I)/DZ DSOD = -SOD*FAC
* PHOTOSYNTHESIS TERM P
TEMPERATURE CORRECTION FUNCTION GT = 1.066**(TE(I) - 20.)
LIGHT EXTINCTION FUNCTION ET = EXP(-ETR * (ZS(NSTEP) - Zl)) Fl = FO * ET GI = FI/FS*EXP(1. - FI/FS)
NUTRIENT LIMITATION FUNCTION DIN LEVEL, DINO = 0.04MG/L WHEN DEPTH<15M OTHERWISE DINO=0.05MG/L
IF(DEPTH.LE.15) THEN DINO = 0.04 ELSE DINO = 0.05 ENDIF GN = DINO/(KN+DINO)
UMAX =1.0 CCHL=150 P = 0.00267*CCHL*UMAX*GI*GT*GN*PT(I)
ALGAL RESPIRATION
RT = 0.10* 1.08 **(TE(I)-20.) R = -0.00267*CCHL*RT*PT(I) IF(ABS(R).GT.SODMAX) SODMAX = ABS(R)
FINAL DO BUDGET
C(I) = C(I) + DMT + DCV + DCH + DDCB *DTI + DDN*DTI + P*DTI + R*DTI + DSOD*DTI
IF(DEPTH.LT.8.) THEN C(I) = C(I) + DDR*DTI ENDIF
IF(I.EQ.(N-6).AND.MOD(NSTEP,5).EQ.0)THEN WRITE(5,22)NSTEP,P,R,DDCB,DDN,DDR,-S0D,DMT,DCV,DCH,Z1
22 FORMAT(I5,10F10.3)
APPENDIX B COMPUTER PROGRAM B-30
ENDIF
IF(C(I).LT.O.) THEN C(I) = 0. ELSEIF(C(I).GT.CS) THEN C(I) = CS ENDIF
100 CONTINUE
CL(1) = CL(2) C(1) = C(2)
RETURN END
* THIS FUNCTION IS FOR DETERMINATION OF CHL-A VALUE UNDER 0-3M WATER
FUNCTION CHLO(NSTEP) CHLO = 1.9947-NSTEP*6.9109E-2+NSTEP**2*7.0335E-4 -NSTEP**3*1.4877E-6 END
* *****************************************************************************
* THIS FUNCTION IS FOR DETERMINATION OF CHL-A VALUE UNDER 3-6M WATER * *****************************************************************************
FUNCTION CHL3(NSTEP) CHL3 = 1.9744-NSTEP*5.9482E-2+NSTEP**2*5.7251E-4 -NSTEP**3*1.1451E-6 END
* *****************************************************************************
* THIS FUNCTION IS FOR DETERMINATION OF CHL-A VALUE UNDER 6-9M WATER * *****************************************************************************
FUNCTION CHL6(NSTEP) CHL6 = 1.9845-NSTEP*5.5053E-2+NSTEP**2*5.0723E-4 -NSTEP**3*9.6516E-7 END
* *****************************************************************************
* THIS FUNCTION IS FOR DETERMINATION OF CHL-A VALUE UNDER 9-12M WATER * ******************************************************************************
FUNCTION CHL9(NSTEP) CHL9 = 2.4021-NSTEP*8.5255E-2+NSTEP**2*9.1013E-4 -NSTEP**3*2.1666E-6 END
* ****************************************************************************
* THIS FUNCTION IS FOR DETERMINATION OF CHL-A VALUE UNDER > 12M WATER * *****************************************************************************
APPENDIX B COMPUTER PROGRAM B-31
FUNCTION CHL12(NSTEP)
CHL12 = 1.6282-NSTEP*6.5414E-2+NSTEP**2*7 3030E 4 -NSTEP**3*1.7622E-6 END
****************************************************„„„:^^^;k^^^^^^ SUBROUTINE VERADV
THIS SUBROUTINE IS FOR CALCULATION OF VERTICAL ADVECTION TERM IN HEAT OR MASS CONTROL EQUATIONS **************************************************w^,^^^^^^^^^^^Hc!j:
SUBROUTINE VERADV(V1,V2,G0,G1,G2,AV,DZ,DT,DCV)
IF(V1.GE.0..AND.V2.GE.0.) THEN DCV = (V1*G0 - V2*G1)*DT/AV/DZ ENDIF
IF(V1.LE.0..AND.V2.LE.0.) THEN DCV = (V1*G1 - V2*G2)*DT/AV/DZ ENDIF
IF(V1 .GE.0..AND.V2.LE.0.) THEN DCV = (V1*G0 - V2*G2)*DT/AV/DZ ENDIF
IF(V1.LE.0..AND.V2.GE.0.) THEN DCV = (V1*G1 - V2*G1)*DT/AV/DZ ENDIF
RETURN END
***************************************************************!):!(!!|t!i<:)!!):!|;!)C!l!Jf:!(!;(!!f!!):!i!W
SUBROUTINE HORADV THIS SUBROUTINE IS FOR CALCULATION OF HORIZONTAL VELOCITY IN A LAYER DUE TO DISPLACMENT OF WATER THROUGH INFLOWS OR OUTFLOWS ****************************^*^^^^^^^^^#^^^^+^^^^^^+^#^%+^^^+^^^^^^^^^^^^+^;);j(!j(::(;:)!5(!
SUBROUTINE HORADV(NSTEP,Zl,UIN,UOUT)
INCLUDE PARAT.H'
IF(Z1.LT.ZIN)THEN UIN=0.0 ELSE
CALL LINEP0LI(ZBB,BB,23,Z1,YB) UIN = UI*FUNCP(Z1,ZS(NSTEP),ZS(NSTEP)-ZIN) ENDIF
IF(UOMl.EQ.0.0)THEN UO 1=0.0 ELSE IF(NSTEP.LT. 11 .OR.NSTEP.GT.275) THEN Z0UT1U = ZS(NSTEP)
APPENDIX B COMPUTER PROGRAM B-32
ZOUT = ZOUT 1U ELSE ZOUT = ZOUT 1 ENDIF DOUT = DOUT1 UOl = UOMl*FUNCP(Zl,ZOUT,DOUT) ENDIF
UOUT = U01
DO 11 L=l,LO
IF(UOM2(L).EQ.0.0) THEN UO2=0.0 ELSE ZOUT = ZOUT2(L) DOUT = DOUT2(L) U02 = UOM2(L)*FUNCP(Zl,ZOUT,DOUT) ENDIF
UOUT = UOUT + U02
11 CONTINUE
RETURN END
APPENDIX B COMPUTER PROGRAM
IRON AND MANGANESE MODELS
Outline of the program RESMOD-FeMn
The R E S M O D - F E / M n models include all major internal and external sources and sinks.
Almost all coefficients are affected by temperature, and that effect is included in a series of
temperature rate multipliers. The flux term due to inflows is represented by dch and
vertical advection term, dcv and diffusion term, dmt. The above physical transport terms
are computed in a series of subroutines. The constituent fluxes from internal sources or
sinks, such as sediment release, oxidation and coagulation are specified by updating
computations. The total sources amd sinks for Fe and Mn in the transport computation is
then the sum of the external and internal source and sinks. Computations is using explicit
scheme.
* *****************************************************************
* SUBROUTINE METAL * THIS SUBROUTINE CALCULATES THE FLUX OF IRON AND MANGANESE * IN WATER AND INTERFACE BETWEEN WATER AND BOTTOM SEDIMENT * RSF - RELEASE RATE OF FE(II) FROM SEDIMENT * RSM - RELEASE RATE OF MN(II) FROM SEDIMENT * ROX - OXIDATION RATE OF FE(II) IN THE WATER COLUMN * ROXM - OXIDATION RATE OF MN(II) IN THE WATER COLUMN * SF - COAGULATION RATE OF FE(III) IN THE WATER COLUMN * SM - COAGULATION RATE OF MN(III,IV) IN THE WATER COLUMN * *****************************************************************
SUBROUTINE METAL(NSTEP,DTI)
INCLUDE PARAT.H'
DM = 0.039 H = ZS(NSTEP) - ZB FAC = A(1)*2./(A(1)+A(2))/DZ
SF = 0.003 SM = 0.005 RSF = 0.0 RSM = 0.0 ROX 1=0.055 ROXM 1=0.02
* MODEL A IF(C(1).LE.3.8)THEN ROXM = 0.0 ELSE
APPENDIX B COMPUTER PROGRAM B_34
ROXM = ROXM 1 ENDIF IF(C(1).LE.3.0)THEN ROX = 0.0 ELSE ROX = ROX 1 ENDIF
MODEL B C ROX = ROX1*C(1)/(C(1)+3.0)
C R O X M = R O X M 1 *C( 1 )/(C( 1 )+3.8)
IF(C(1).LE.4.8)THEN RSM = 0.01*EXP(0.154*TE(1)) ENDIF
IF(C(1).LE.4.0)THEN RSF = 0.01*EXP(0.154*TE(1))
ENDIF
FE( 1) = FE(1) + RSF*FAC*DTI - SF*FE(1)*DTI CM(1) = CM(1) + RSM*FAC*DTI - SM*CM(1)*DTI
FE2(1) = FE2(1) + RSF*FAC*DTI - ROX*FE2(l)*DTI
FE3(1) = FE(1)-FE2(1)
CM2(1) = CM2(1) + RSM*FAC*DTI - ROXM*CM2(l)*DTI
CM3(1) = CM(1)-CM2(1)
IF(FE( 1 ).LT.0.0) FE( 1) = 0.0 IF(CMd).LT.O.O) CM(1) = 0.0 1F(FE2(1).LT.0.0) FE2(1) = 0.0
IF(CM2(1).LT.0.0) CM2(1) = 0.0 IF(FE3(1).LT.0.0) FE3(1) = 0.0 IF(CM3(1).LT.0.0) CM3(1) = 0.0
DO 100 I = 2, N
Zl = ZB + (FLOAT(I)-0.5)*DZ
DEPTH = ZS(NSTEP) - Zl
AV = (A(I+l)+A(I))/2.0
CALL HORADV(NSTEP,Zl,UIN,UOUT)
DETERMINATION OF TOTAL FE & M N
IF(LEQ.N) THEN
DCV = 0.0 DMT = 0.0 DCVM = 0.0 DMTM = 0.0
APPENDIX B COMPUTER PROGRAM B-35
ELSE
DMT = DM*A(I+1)*DTI/AV/DZ/DZ*(FE(I+1)-FE(I)) - DM*A(I)*DTI/AV/DZ/DZ*(FE(I)-FE(I-1))
CALL VERADV(V(I),V(I+1 ),FE(I-1 ),FE(I),FE(I+1), AV,DZ,DTI,DCV)
DMTM = DM*A(I+1)*DTI/AV/DZ/DZ*(CM(I+1)-CM(I)) -DM*A(I)*DTI/AV/DZ/DZ*(CM(I)-CM(I-1))
CALL VERADV(V(I),V(I+1 ),CM(I- 1),CM(I),CM(I+1), AV,DZ,DTI,DCVM)
ENDIF
* INFLOWING FE & M N CONCENTRATIONS
IF(DEPTH.LT.15.0) THEN FEIN = 0.18 CMIN = 0.034 FE2IN = 0.063 CM2IN = 0.023 ELSE FEIN =1.92 CMIN = 0.325 FE2IN= 1.164 CM2IN = 0.307 ENDIF
444 DCH = (UIN*FEIN - UOUT*FE(I))*DTI/AV DCHM = (UIN*CMIN - UOUT*CM(I))*DTI/AV
- MODEL A IF(C(I).LE.3.8) THEN ROXM = 0.0 ELSE ROXM = ROXM 1 ENDIF IF(C(I).LE.3.0) THEN ROX = 0.0 ELSE ROX = ROX1 ENDIF
* —- MODEL B CC ROX = ROX 1 *C(I)/(C(I)+3.0) CC ROXM = ROXM 1 *C(I)/(C(I)+3.8)
IF(C(I).LE.4.8) THEN RSM = 0.01*EXP(0.154*TE(I))
ELSE RSM = 0.0
APPENDIX B COMPUTER PROGRAM
ENDIF
IF(C(I).LE.4.0) THEN RSF = 0.01*EXP(0.154*TE(I))
ELSE RSF = 0.0
ENDIF
IF(I.EQ.2) THEN WRITE(3,*) NSTEP,DEPTH,RSM,RSF ENDIF
IF(DEPTH.GE.30.0) THEN SM = 0.005 SF = 0.003 ELSE SM = 0.010 SF = 0.005 ENDIF
FAC = (A(I)-A(I-1))/A(I)/DZ
FE(I) = FE(I) + DMT + DCV + DCH + RSF*DTI*FAC - SF*FE(I)*DTI
CM(I) = CM(I) + DMTM + DCVM + DCHM + RSM*DTI*FAC - SM*CM(I)*DTI
IF(FEd).LT.O.O) FE(I) = 0.0 IF(CM(I).LT.0.0) CM(I) = 0.0
* ***************************************************
* * DETERMINATION OF SOLUBLE FE+2 & MN+2 * ***************************************************
IF(I.EQ.N) THEN DCV = 0.0 D M T = 0.0 D C V M = 0.0 D M T M = 0.0 ELSE
DMT = DM*A(I+1)*DTI/AV/DZ/DZ*(FE2(I+1)-FE2(I)) - DM*A(I)*DTI/AV/DZ/DZ*(FE2(I)-FE2(I-1)) CALL VERADV(V(I), V(I+1 ),FE2(I-1 ),FE2(I),FE2(I+1), AV,DZ,DTI,DCV)
DMTM = DM*A(I+1)*DTI/AV/DZ/DZ*(CM2(I+1)-CM2(I)) - DM*A(I)*DTI/AV/DZ/DZ*(CM2(I)-CM2(I-1)) CALLVERADV(V(I),V(I+1),CM2(I-1),CM2(I),CM2(1+1), AV,DZ,DTI,DCVM)
ENDIF
DCH = (UIN*FE2IN - UOUT*FE2(I))*DTI/AV
APPENDIX B COMPUTER PROGRAM B-37
DCHM = (UIN*CM2IN - U0UT*CM2(I))*DTI/AV
FAC = (A(I)-A(I-l))/A(I)/DZ
FE2(I) = FE2(I) + DMT + DCV + DCH + RSF*DTI*FAC - R0X*FE2(I)*DTI CM2(I) = CM2(I) + DMTM + DCVM + DCHM + RSM*DTI*FAC - ROXM*CM2(I)*DTI
IF(FE2(I).LT.0.0) FE2(I) = 0.0 IF(CM2(I).LT.0.0) CM2(I) = 0.0
FE3(I) = FE(I) - FE2(I) CM3(I) = CM(I) - CM2(I) IF(FE3(I).LT.0.0) FE3(I) = 0.0 IF(CM3(I).LT.0.0) CM3(I) = 0.0
100 CONTINUE
RETURN END
POLOTTING PROGRAM FOR COMPARISON BETWEEN PREDICTED AND MEASURED RESULTS
Outline of the plotting program
This program uses plot88 and F O R T R A N to plot the comparison graphs between field and
predicted data for R E S M O D . It establishes communication between simulation data and
field data.
*************************************************************************************
* THIS IS PLOTTING PROGRAM IS FOR COMPARISON BETWEEN PREDICTED * * AND MEASURED RESULTS. * * TE, TEV = WATER TEMPERATURE OF SIMULATION AND MEASUREMENT * * C, CV = DO CONCENTRATION OF SIMULATION AND MEASUREMENT * * FE, FEV = TOTAL IRON CONCENTRATIONS OF SIMULATION AND MEASUREMENTS * * CM, CMV = TOTAL MANAGENESE CONCENTRATIONS OF SIMULATION * * AND MEASUREMENTS * * FE2, FEV2 = DISSOLVED IRON CONCENTRATIONS OF SIMULATION AND * * MEASUREMENTS * * CM2, CMV2 = DISSOLVED MANAGENESE CONCENTRATIONS OF SIMULATION * * AND MEASUREMENTS * * FE3, FEV3 = PARTICULATE IRON CONCENTRATIONS OF SIMULATION AND * * MEASUREMENTS * * CM3, CMV3 = PARTICULATE MANAGENESE CONCENTRATIONS OF SIMULATION * * AND MEASUREMENTS *
APPENDIX B COMPUTER PROGRAM
* Z, ZV = ELEVATIONS OF POINTS FOR SIMULATION AND MEASUREMENT * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * . , . .J.*,!;.)..!,
PROGRAM PLOTTING
DIMENSION Z(50),TE(50),ZV(80),TEV(80),C(80),CV(80),FE(50), .FEV(80).CM(50),CMV(80),X(50),FE2(80),CM2(80),FE3(80),CM3(80), ,FEV2(80),CMV2(80),FEV3(80),CMV3(80),X1(50),Y1(50)
CHARACTER *20 FNAME CHARACTER *20 CA,CD,CCW DATA FACT/1.0/
C OPEN FILE WHICH CONTAINS THE CONTROL PARAMETERS OPEN( 10,FILE= CON3.DAT') READ( 10,*) NDAV,ND,ISET,ICON,KP
WRITE(*,*) INPUT MODEL DATA FILE NAME = ' READ(*,*) FNAME
CALL OPENF(ISET,NDAV,FNAME,ICON)
C LN=NUMBER OF LINE, LC=NUMBER OF COLUMN, LF=FILE NUMBER, LN = 2 LC = 2 LF = 0 SUM = 0.0
C K = NUMBER OF PAGES
DO 400 K= 1,2
IF(KP.EQ. 1 .AND.K.EQ.2) GOTO 500
XMIN = 5. YMIN = -19. XMAX = 23.5 YMAX = 8.0
DO 10 JO = 1,LN YMIN = YMIN + 9. DO20JN= 1,LC XMIN = XMIN - 8. XMAX = XMAX - 8.
C INPUT SIMULATION RESULTS CALLREREAD(CA,N,ZS,Z,TE,C,FE,CM,FE2,CM2,FE3,CM3,X,9) Nl =N-ND
C INPUT MEASUREMENT DATA LF = LF + 1 CALLMEASURE(ZV,TEV,CV,FEV,CMV,FEV2,CMV2,FEV3,CMV3,
ZS,LP,LF,12)
C CALCULATING RELIABILITY INDEX RI
APPENDIX B COMPUTER PROGRAM B-39
IF(ICON.EQ.l) CALL RELIAB(Z,TE,N,ZV,TEV,LP,SUM) IF(ICON.EQ.2) CALL RELIAB(Z,C,N,ZV,CV,LP,SUM) IF(ICON.EQ.(-l)) CALL RELIAB(Z,FE,N,ZV,FEV,LP,SUM) IF(ICON.EQ.(-2)) CALL RELIAB(Z,CM,N,ZV,CMV,LP,SUM) IF(ICON.EQ.(-3)) CALL RELIAB(Z,FE2,N,ZV,FEV2,LP,SUM) IF(ICON.EQ.(-4)) CALL RELIAB(Z,CM2,N,ZV,CMV2,LP,SUM)
IF(KP.EQ.2.AND.K.EQ.l) GOTO 20 WRITE(*,*) MEASUREMENT DATA'
WRITE(*.*)(ZV(I),TEV(I),CV(I),FEV(I),CMV(I),FEV2(I), CMV2(I),FEV3(I),CMV3(I),I= 1 ,LP)
IF(NDAV.EQ.1)THEN
CD = DAVl' YB = 255. YE = 325. ELSEIF(NDAV.EQ.6) THEN CD = DAV6' YB = 255. YE = 325. ELSEIF(NDAV.EQ.12) THEN CD = DAVl 2' YB = 255. YE = 325. ELSEIF(NDAV.EQ.7) THEN CD = DAV07' YB = 255. YE = 325.
ENDIF
IF(ICON.EQ.l)THEN XB = 0. XE = 30. CCW = TEMPETURE - C ' CALL M0ARY(TE,X1,N,N1) CALL MOARY(Z,Y1 ,N,N 1) CALLSHEET(CA,X1,Y1,N1,TEV,ZV,ZS,LP) CALL DRAWING(FACT,XMIN,YMIN,XMAX,YMAX,XB,XE,YB,YE,X1 ,Y1 ,N1,
TEV,ZV,LP,CA,CD,CCW, 1)
ELSEIF(ICON.EQ.2) THEN XB = 0. XE=12. CCW = DO — (MG/L) '
CALL MOARY(C,Xl,N,Nl) CALL MOARY(Z, Y1 ,N,N 1) CALL SHEET(CA,X 1 ,Y 1 ,N1,CV,ZV,ZS,LP) CALL DRAWING(FACT,XMIN,YMIN,XMAX,YMAX,XB ,XE,YB,YE,X 1,Y1 ,N 1,
CV,ZV,LP,C A,CD,CCW, 1)
ELSEIF(ICON.EQ.(-l)) THEN XB = 0. XE = 0.6
APPENDIX B COMPUTER PROGRAM
CCW = FE — (MG/L) ' CALL MOARY(FE,Xl,N,Nl) CALL MOARY(Z,Y1 ,N,N 1) CALL SHEET(CA,X1 ,Y 1 ,N1 ,FEV,ZV,ZS,LP) CALL DRAWING(FACT,XMIN,YMIN,XMAX,YMAX,XB ,XE,YB,YE,X1,Y1,N1,
FEV,ZV,LP,CA,CD,CCW,2)
ELSEIF(ICON.EQ.(-2)) THEN XB = 0. XE = 0.5 CCW = M N — (MG/L)' CALL M0ARY(CM,X1,N,N1) CALL M0ARY(Z,Y1 ,N,N1) CALL SHEET(CA,X 1,Y1 ,N 1 ,CMV,ZV,ZS,LP) CALL DRAWING(FACT,XMIN,YMIN,XMAX,YMAX,XB ,XE,YB ,YE,X 1 ,Y 1 ,N1,
CMV,ZV,LP,CA,CD,CCW,2)
ELSEIF(ICON.EQ.(-3)) THEN XB = 0. XE = 0.5 CCW = FE+2 - (MG/L)' CALL M0ARY(FE2,X1 ,N,N1) CALL MOARY(Z, Y1 ,N,N 1) CALLSHEET(CA,X1,Y1,N1,FEV2,ZV,ZS,LP) CALLDRAWING(FACT,XMIN,YMIN,XMAX,YMAX,XB,XE,YB,YE,X1,Y1,N1,
FEV2,ZV,LP,CA,CD,CCW,2)
ELSEIF(ICON.EQ.(-4)) THEN XB = 0. XE = 0.5 CCW = MN+2 - (MG/L)' CALL M0ARY(CM2,X1,N,N1) CALL MOARY(Z,Y1 ,N,N 1) CALL SHEET(CA,X1 ,Y1 ,N1 ,CMV2,ZV,ZS,LP) CALLDRAWING(FACT,XMIN,YMIN,XMAX,YMAX,XB,XE,YB,YE,X1,Y1,N1,
CMV2,ZV,LP,CA,CD,CCW,2)
ELSEIF(ICON.EQ.(-5)) THEN XB = 0. XE = 0.5 CCW = FE+3 - (MG/L)' CALL MOARY(FE3,Xl,N,Nl) CALL M0ARY(Z,Y1 ,N,N1) CALLSHEET(CA,X1,Y1,N1,FEV3,ZV,ZS,LP) CALLDRAWING(FACT,XMIN,YMIN,XMAX,YMAX,XB,XE,YB,YE,X1,Y1,N1,
FEV3,ZV,LP,CA,CD,CCW,2)
ELSEIF(ICON.EQ.(-6)) THEN XB = 0. XE = 0.1 CCW = MN+3 - (MG/L)' CALL MOARY(CM3,Xl ,N,N1) CALL MOARY(Z,Y 1 ,N,N 1) CALL SHEET(CA,X1,Y1 ,N1,CMV3,ZV,ZS,LP) CALLDRAWING(FACT,XMIN,YMIN,XMAX,YMAX,XB,XE,YB,YE,X1,Y1,N1,
APPENDIX B COMPUTER PROGRAM
CMV3,ZV,LP,CA,CD,CCW,2)
ENDIF
20 CONTINUE
XMIN = XMIN + 16. XMAX = XMAX + 16.
10 CONTINUE 400 CONTINUE
500 CALL PLOT(0.0,0.0,+999)
RI = (1.+ SQRT(SUM))/(1. - SQRT(SUM)) WRITE(*,*) RELIABILITY INDEX RI=',RI
STOP END
* THIS SUBROUTNE IS FOR INPUT OF MEASUREMENT DATA
SUBROUTINE MEASURE(ZV,TEV,CV,FEV,CMV,FEV2,CMV2,FEV3,CMV3, ZS,LP,LF,IFN)
DIMENSION TEV(80),ZV(80),CV(80),FEV(80),CMV(80),FEV2(80), CMV2(80),FEV3(80),CMV3(80)
CHARACTER*95 CC
DO 1001= 1,IFN READ(LF,*) CC
100 CONTINUE
LP = 0
20 READ(LF,300,END=10) N5,A1 ,A2,A3,A4,A5,A6,A7,A8,A9 300 FORMAT(I5, F10.1, 4F8.2, 2F8.1, F8.4, F8.2) C300 FORMAT(I5, F10.1, 2F8.2,F8.3,F8.2,F8.3,F8.1, F8.4, F8.2)
LP = LP + 1 ZV(LP) = ZS-A1 TEV(LP) = A2 CV(LP) = A7 FEV(LP) = A8 CMV(LP) = A9 FEV2(LP) = A4 CMV2(LP) = A6 GOTO 20
10 CALL CHANG(ZV,LP) CALL CHANG(TEV,LP) CALL CHANG(CV,LP) CALL CHANG(FEV.LP) CALL CHANG(CMV,LP) CALL CHANG(FEV2,LP) CALL CHANG(CMV2,LP)
APPENDIX B COMPUTER PROGRAM B
DO 1501= LLP FEV3(I) = FEV(I) - FEV2(I) CMV3(I) = CMV(I) - CMV2(I)
150 CONTINUE
RETURN END
**************************************************************************
SUBROUTINE CHANG(A,L) DIMENSION A(L),TEMP(80)
DO 10 1=1, L TEMP(I) = A(L-I+1)
10 CONTINUE
DO20I=l,L A(I) = TEMP(I)
20 CONTINUE
RETURN END
************************************************************************ * THIS SUBROUTINE IS FOR OPENNING FILES *************************************************************************
SUBROUTINE OPENF(ISET,NDAV,FNAME,ICON) CHARACTER *20 FNAME
IF(ISET.GT.O) THEN
IF(NDAV.EQ.1)THEN * TE AND DO COMPARISON AT DAV1
OPEN( 1 ,FILE=FIELD\DAV01\DA11110.DAT5) OPEN(2,FILE=FIELD\DAV01\DAV0110.DAT') OPEN(3,HLE=EIELD\DAV01\DAV0111 .DAT^ OPEN(4,FILE=FIELD\DAV01\DAV0113.DAT') OPEN(5,FILE='FIELD\DAV01\DA1152.DAT1) OPEN(6,FILE=FIELD\DAV01\DAV0118.DAT') OPEN(7,FILE=FIELD\DAV01\DAV0125.DAT') OPEN(8,FILE='FIELD\DAV01\DAV0130.DAT')
ELSEIF(NDAV.EQ.6) THEN * TE AND DO COMPARISON AT DAV6
OPEN( 1 ,FILE='FIELD\DAV06\DA61110.DAT') OPEN(2,FILE=FIELD\DA V06\DAV0610.DAT') OPEN(3,FILE=FIELD\DAV06\DAV0611 .DAT') OPEN(4,FILE=FIELD\DAV06\DAV0613.DAT') OPEN(5,FILE=FIELD\DAV06\DA6152.DAT') OPEN(6,FILE=FIELD\DAV06VDAV0618.DAT') OPEN(7,FILE='FIELD\DAV06\DAV0625.DAT') OPEN(8,F1LE=FIELD\DAV06\DAV0630.DAT')
ELSE1F(NDAV.EQ. 12) THEN
APPENDIX B COMPUTER PROGRAM
* TE AND DO COMPARISON AT DAV12
OPEN( 1 ,FILE=FIELD\DAV12\DA12110.DAT7) OPEN(2,FILE=FIELD\DAV12\DAV1210.DAT') OPEN( 3 ,FILE=FIELD\DAV 12\D AV1211 .DAT") OPEN(4,FILE= FIELD\DAV12\DAV1213.DAT') OPEN(5,FILE= FIELD\DAV12\DA12152.DAT') OPEN(6,FILE=FIELD\DAV 12\DAV 121S-DATO OPEN(7,FILE=FIELD\DAV12\DAV1225.DAT7) OPEN(8,F1LE=FIELD\DAV12\DAV1230.DAT')
ELSEIF(NDAV.EQ.7) THEN * TE AND DO COMPARISON AT DAV7
OPEN( 1 ,FILE=FIELD\DAV06\DA611 lO-DAT7) OPEN(2,FILE=FIELD\DAV07\DAV0710-DAT5) OPEN(3,FILE=FIELD\DAV07\DAV0711 .DATO OPEN(4,FILE= FIELD\DAV07\DAV0713.DAT') OPEN(5 ,FTLE=FTELD\DAV07\DA7152.DAT') OPEN(6,FILE=FIELD\DAV07\DAV0718.DAT7) OPEN(7,FILE= FIELD\DAV07\DAV0725.DAT') OPEN(8,FILE=FIELD\DAV07\DAV0730.DAT')
ENDIF
ELSEIFdSET.LT.O.) THEN
IF(ICON.EQ.2.0R.ICON.EQ.l) THEN C FOR TEMPERATURE, DO AT DAV1,DAV6, DAV 12, DAV7 —-
OPEN( 1 ,FILE=FI£LD/DAV01/D AV0104.DAT') OPEN(2,FILE= FIELD/DA V01/DA V0111 .DATO OPEN(3,FILE=FIELD/DAV07/DA V0714.DAT') OPEN(4,FILE= FIELD/DA V01/DAV0118.DAT') OPEN(5 ,FILE= FIELD/DA VO1 /DAVO121 .DAT) OPEN(6,FILE=FIELD/DAV01/DAVO125 .DAT5) OPEN(7,FILE= FIELD/DA VOl/DAVOBO.DAT') OPEN(8,FILE=FIELD/DAV01/DAV0134.DAT0
ELSE
IF(NDAV.EQ.1)THEN C FOR TFE, FE+2, TMN & MN+2 AT DAVl —
OPEN( 1 ,FILE=FIELD/DAV01/FM06128.DAT') OPEN(2,FILE=FIELD/DAV01/FM05019.DAT') OPEN(3,FILE= FIELD/DA V01/FM01029.DAT') OPEN(4,HLE= FIELD/DA V01/FM01039.DAT7) OPEN(5,FILE=FIELD/DAV01/FM12039.DAT') OPEN(6,FILE= FIELD/DA V01/FM06049.DAT') OPEN(7,FILE= FIELD/D A VO 1/FM17059.DAT') OPEN(8,FILE=FIELD/DAV01/FM07069.DAT')
ELSEIF (NDAV.EQ.6) THEN C FOR TFE, FE+2, TMN & MN+2 AT DAV6 —-
OPEN( 1 ,FILE=FIELD/DAV06/EM06128.DAT) OPEN(2,FILE= FIELD/D A V06/EM05019.DAT7) OPEN(3,FILE= FIELD/DA V06/EM01029.DAT')
APPENDIX B COMPUTER PROGRAM
OPEN(4,FILE=FIELD/DAV06/EM01039.DAT') OPEN(5,FILE=FIELD/DAV06/EM12039.DAT') OPEN(6,FILE=FIELD/DAV06/EM06049.DAT') OPEN(7,FILE=FIELD/DAV06/EM17059.DAT') 0PEN(8,FILE=FIELD/DA V06/EM07069.DAT')
ELSEIF (NDAV.EQ.12) THEN C FOR TFE, FE+2, TMN & MN+2 AT DAV 12 —
OPEN(1,FILE=FIELD/DAV12/GM06128.DAT') OPEN(2,FILE=FIELD/DAV12/GM05019.DAT') OPEN(3,FILE=FIELD/DAV06/EM01029.DAT') OPEN(4,FILE=FIELD/DAV12/GM01039.DATT) 0PEN(5 ,FILE=FIELD/DAV 12/GM12039.DAT') OPEN(6,FILE=FIELD/DAV12/GM06049.DAT') OPEN(7,FILE=FIELD/DAV06/EM17059.DAT') OPEN(8,FILE=FIELD/DAV06/EM07069.DAT')
ELSEIF (NDAV.EQ.7) THEN C FOR TFE, FE+2, TMN & MN+2 AT DAV07 —
OPEN( 1 ,FILE=FIELD/DAV06/EM06128.DAT') OPEN(2,FILE=FIELD/DAV07/HM05019.DAT') OPEN(3,FTLE=FIELD/DAV07/HM01029.DAT') OPEN(4,FILE=FIELD/DAV07/HM01039.DAT') OPEN(5,FILE=FIELD/DAV06/EM12039.DAT') OPEN(6,FILE=FIELD/DAV07/HM06049.DAT') OPEN(7,FTLE=FIELD/DAV06/EM17059.DAT') OPEN(8,nLE=FIELD/DAV06/EM07069.DAT') ENDIF
ENDIF
ENDIF
OPEN(9,FILE=FNAME) OPEN( 11 ,FILE= PAPER.DAT')
RETURN END
**********************************************************************
* THIS SUBROUTINE IS FOR INPUT SIMULATION RESULTS ***********************************************************************
SUBROUTINE REREAD(CA,N,ZS,Z,TE,C,FE,CM,FE2,CM2,FE3,CM3,X,JR)
DIMENSION Z(50),TE(80),C(80),FE(80),CM(80),X(80),FE2(80), CM2(80),FE3(80),CM3(80)
CHARACTER*20 CA
READ(JR,40) CA WRITE(*,*) CA
40 FORMAT(A20) READ(JR,*) N,ZS READ(JR,*)(Z(I),I=1,N) READ(JR,*)(TE(I),I=1,N)
APPENDIX B COMPUTER PROGRAM B-45
READ(JR,*)(C(I),I=1,N) READ(JR,*)(X(I),I=1,N) READ(JR,*)(X(I),I=1,N) READ(JR,*)(X(I),I=1,N) READ(JR,*)(X(I),I=1,N) READ(JR,*)(X(I),I=1,N) READ(JR,*)(FE(I),I=1,N) READ(JR,*) (CM(I),I=1,N) READ(JR,*) (FE2(I),I=1,N) READ(JR,*) (CM2(I),I=1,N) READ(JR,*) (FE3(I),I=1,N) READ(JR,*) (CM3(I),I=1,N)
RETURN END
********************************************************************************
* THIS SUB ROUTINE IS FOR FORMATION OF COMPARISON GRAPHY
SUBROUTINE DRAWING(FACT,XMIN, YMIN,XMAX,YM AX,XB ,XE,YB ,YE,TE,Z,N, TEV,ZV,LP,CA,CD,CCW,DG)
DATA SNX/6.0/,SNY/6.0/
DIMENSION TE(50),Z(50),TEV(80),ZV(80) CHARACTER*20 CA,CD,CCW
CALL FACTOR(FACT) CALL WINDOW(XMIN,YMIN,XMAX,YMAX)
CALL PLOT( 1.0,1.0,-3)
TE(N+1) = XB TE(N+2) = (XE-XB)/SNX Z(N+1) = YB Z(N+2) = (YE-YB)/SNY TEV(LP+1) = TE(N+1) TEV(LP+2) = TE(N+2) ZV(LP+1) = Z(N+1) ZV(LP+2) = Z(N+2)
CALL COLOR(7,0) CALL LINE(TE,Z,N, 1,0,3) CALL LINE(TEV,ZV,LP, 1,-1,2)
CALL COLOR(7,0) CALL STAXIS(.260,.250„ 152,. 152,DG) CALL AXIS(0.0,0.0,CCW,-15,SNX,0.0,TE(N+1),
. TE(N+2))
CALL STAXIS(.200,.250,. 152,. 152,0) CALL AXIS(0.0,0.0,'ELEVATION (M) ',15,SNY,90.0, Z(N+1), Z(N+2
D)
XI = 1.0
APPENDIX B COMPUTER PROGRAM
Yl =6.5 CALL SYMBOL(X1,Y1,.323,CA,0.0,20) XI = 2.5 Yl =-1.6 CALLSYMBOL(X1,Y1,.323,CD,0.0,20)
C DRAWING FRAME CALL PLOT(SNX,0.0,3) CALL PLOT(SNX,SNY,2) CALL PLOT(0.0,SNY,2) CALL PLOT(0.0,SNY,-3)
RETURN END
* THIS SUBROUTINE IS FOR CALCULATION OF RELIABILITY INDEX
SUBROUTINE RELIAB(Z,C,N,ZV,CV,LP,SUM)
DIMENSION Z(50), C(50), CV(LP), ZV(LP)
DO 101= LLP
CALL LINEPOLI(Z,C,N,ZV(I),Y) SUM = SUM + ((1.- CV(I)/Y)/(1.+ CV(I)/Y))**2
10 CONTINUE SUM = SUM / LP
RETURN END
************************************************************************
* WRITING DATA IN REVERSE ORDER *************************************************************************
SUBROUTINE MOARY(XO,X1,N,N1)
DIMENSION X0(N),X1(N1)
DO 101= 1,N1
Xld) = X0(l+(N-Nl))
10 CONTINUE
RETURN END
********************************************************** * FOR WRITT1NG THE DATA IN EXCEL WORKSHEET * **********************************************************
SUBROUTINE SHEET(CA,X1,Y1,N1,CV,ZV,ZS,LP) DIMENSION X1 (Nl ),Y1 (Nl ),CV(LP),ZV(LP)
APPENDIX B COMPUTER PROGRAM B-47
CHARACTER*20 CA
WRITE(11,33)CA 33 FORMAT(A20)
IF(N1.GE.LP)THEN
DO 44 11= 1,N1 IF(II.LE.LP) THEN WRITE(11,555) X1(I1),ZS-Y1(II),CV(II),ZS-ZV(H) ELSE WRITE(11,555) X1(II),ZS-Y1(II),0,0 ENDIF
44 CONTINUE
ELSE DO 55 11= LLP IF(II.LE.N1)THEN WRITE(11,555) X1(II),ZS-Y1(II),CV(II),ZS-ZV(II) ELSE WRITE(11,555) 0,0,CV(II),ZS-ZV(II) ENDIF
55 CONTINUE ENDIF
555 FORMAT(4F15.4) RETURN END
FILE FOR CONTROL PARAMETERS - CON3.DAT
1 0 1-12 NDAV ND ISET ICON KP
ICON = 1 = 2 = 3 = 4 = 5 = 6 = 7 = -1 = -2 = -3 = -4 = -5 = -6
TEMPERATURE DO BOD NH4-N NOX CHL-A ORG-N FE MN FE+2 MN+2 FE+3 MN+3
ISET > 0 FOR COMPARISON OF TEMPERATURE AND DO SET < 0 FOR COMPARISON OF FE, MN, DO, TEMPERATURE SET
KP - NUMBER OF PAGES KP = 1 DRAW THE FIRST FOUR GRAPHYS = 2 DRAW THE SECOND FOUR GRAPHYS
NDAV - NUMBER OF INVESTIGATION STATION
Appendix C Topography Data of Avon Lake C-l
Appendix C
TOPOGRAPHY DATA OF AVON LAKE
Table C-l Geometric data of the cross section at the dam wall of Avon lake
Elevation
(m)
256.20
256.72
259.52
262.03
264.59
268.84
272.07
278.53
282.92
287.20
289.95
298.26
300.82
302.14
304.71
305.45
308.16
311.10
316.48
319.47
321.63
324.02
325.66
Width (m)
3.05
12.20
18.30
26.43
42.29
54.89
65.06
75.22
85.39
91.49
99.62
101.65
104.70
105.72
128.08
134.18
146.38
160.61
185.00
201.27
217.53
227.70
235.83
Table C-2 Longitudinal section data of Avon reservoir
Elevation (m)
254.18
282.18
289.18
296.18
308.18
320.18
Longitudinal distance from the dam wall
(km)
0 7.6 14.3
17 18 21
Appendix C Topography Data of Avon Lake
Table C-3 Data of elevation-area and volume for Avon reservoir
Elevation AHD (M) 256.2
257.725
260.775
263.825
266.875
269.925
272.975
276.025
279.075
282.125
285.175
288.225
291.275
294.325
297.375
300.425
303.475
306.525
309.575
311.1
314.15
317.2
320.25
Area(m2)
0 8255.88
28086.2
81142.3
175923
283614
420564
571922
853148
1.31E+06
1.81E+06
2.38E+06
3.01E+06
3.60E+06
4.25E+06
4.93E+06
5.63E+06
6.38E+06
7.18E+06
7.80E+06
8.61E+06
9.54E+06
1.06E+07
Volume (m3)
0 7528.11
59979.4
219547
602240
1.30E+06
2.36E+06
3.87E+06
6.03E+06
9.30E+06
1.40E+07
2.04E+07
2.86E+07
3.87E+07
5.06E+07
6.46E+07
8.07E+07
9.90E+07
1.20E+08
1.31E+08
1.56E+08
1.84E+08
2.14E+08
Appendix D Climate Data at Avon and Wollongong D-l
Appendix D
CLIMATE DATA AT AVON AND WOLLONGONG
Table D-l Climate Data at Avon
Date Julian Air Rainfall at Rainfall at Relative Evaporation Date temperature Avon d a m Upper Avon humidity (mm)
Ol-Jul-89
02-Jul-89
03-Jul-89
04-Jul-89
05-Jul-89
06-Jul-89
07-Jul-89
08-Jul-89
09-Jul-89
10-Jul-89
ll-Jul-89
12-Jul-89
13-Jul-89
!4-Jul-89
l5-Jul-89
I6-Jul-89
17-Jul-89
l8Jul-89
I9-Jul-89
20-Jul-89
21-Jul-89
22-Jul-89
23-Jul-89
24-Jul-89
25-Jul-89
26-Jul-89
27Jul-89
28-Jul-89
29-Jul-89
30-Jul-89
31-Jul-89
Ol-Aug-89
02-Aug-89
03-Aug-89
04-Aug-89
05-Aug-89
06-Aug-89
07-Aug-89
08-Aug-89
09-Aug-89
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40
(°C)
19.0
20.0
19.0
15.0
13.0
12.0
12.0
14.0
9.0 12.0
12.0
15.0
13.0
13.0
14.0
11.0
12.0
10.0
13.0
12.0
13.0
12.0
10.0
11.0
14.0
15.0
15.0
18.0
17.0
15.0
15.0
13.0
16.0
16.0
15.0
13.0
13.0
12.0
12.0
16.0
(mm)
0.4 0 0.2 0 0 0 0 0 0 3 0 0 0 0 0 1.6 2.8 0.2 0 0.4 0 0 0.2 2.8 0
17.8
0.2 0 0 0 0.2 1.8 0 0 0 0 0 0 0 0
(mm)
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.5 0.0 0.0 0.0 0.0 0.0 2.4 5.1 0.0 0.0 0.0 0.0 0.0 0.0 5.2 14.6
3.8 4.1 6.2 0.3 0.0 0.0 1.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%
72 72 54 56 51 51 64 56 87 53 55 56 64 55 87 75 64 86 64 63 44 75 86 100 100 68 77 53 70 68 100 55 58 67 66 55 64 42 51 50
1.2 0.6 2.6 1.4 2 2 2.2 1.4 1.2 0.2 2.4 2.4 2.4 0.8 1.6 1 1 1.2 0.8 1.6 1.8 2.4 0.6 0.2 0.2 5.8 1.4 1.2 1.6 0.4 1.6 1.2 2.2 1.4 0.8 1.2 2.8 2.6 2.4 2.4
Appendix D Climate Data at Avon and Wollongong
Date Julian Air Rainfall at Rainfall at Relative Evaporation
10-Aug-89 ll-Aug-89
!2-Aug-89
l3-Aug-89
14-Aug-89
!5-Aug-89
16-Aug-89
17-Aug-89
18-Aug-89
l9-Aug-89
20-Aug-89
2I-Aug-89
22-Aug-89
23-Aug-89
24-Aug-89
25-Aug-89
26-Aug-89
27-Aug-89
28-Aug-89
29-Aug-89
30-Aug-89
31-Aug-89
Ol-Sep-89
02-Sep-89
03-Sep-89
04-Sep-89
05-Sep-89
06-Sep-89
07-Sep-89
08-Sep-89
09-Sep-89
IO-Sep-89
ll-Sep-89
l2-Sep-89
l3-Sep-89
14-Sep-89
I5-Sep-89
l6-Sep-89
17-Sep-89
l8-Sep-89
l9-Sep-89
20-Sep-89
21-Sep-89
22-Sep-89
23-Sep-89
24-Sep-89
25-Sep-89
26-Sep-89
27-Sep-89
28-Sep-89
29-Sep-89
30-Sep-89
Date
41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92
temperature
(°C) 16.0
15.0
13.0
14.0
14.0
15.0
16.0
12.0
15.0
17.0
16.0
16.0
14.0
12.0
13.0
15.0
17.0
13.0
14.0
13.0
17.0
17.0
15.0
17.0
17.0
18.0
19.0
22.0
17.0
21.0
26.0
26.0
24.0
15.0
15.0
15.0
16.0
18.0
18.0
19.0
20.0
19.0
18.0
22.0
19.0
22.0
26.0
17.0
20.0
19.0
24.0
25.0
Avon dam (mm) 0 1.6 0 0 0 0 0 4.2 1.4 1.2 0 1.6 0 0 0 0 0 3.8 0 0 0 0 0 0 0.4 0 0 0 0 0 0 0 0.6 0 0.2 0 0 0 0 0.2 0 0 0 0 1.2 0 0 0 0 0 0 0
Upper Avon humidity (mm) % 5.9 50 0.0 48
0.0 64
2.1 66
0.0 66
0.0 67
10.9 67
8.3 100
0.9 78
0.0 70
3.8 100
0.0 68
0.0 66
0.0 53
0.0 51
0.0 48
3.0 41
0.0 42
0.0 44
0.0 64
0.0 44
0.0 53
0.0 48
0.0 59
1.6 62
0.4 60
0.0 51
0.0 29
0.0 53
0.0 57
0.0 26
0.0 26
0.0 26
0.0 48
0.0 89
0.0 46
0.0 41
0.0 44
0.0 60
0.0 38
0.0 40
0.0 46
0.0 62
0.0 52
0.0 36
0.0 49
0.0 42
0.0 51
0.0 46
0.0 62
0.0 39
0.0 41
(mm)
1.8 2.8 1.6 1.2 1.4 1.2 1 1.4 0.8 2.2 1.2 1.2 1.8 1.8 2.2 3.4 2.2 3.4 3.6 2.6 3.8 2.2 2.4 2.8 2.4 1 2.2 2.8 3.4 3 2.4 4.6 5.2 5 2.6 4 4.6 3.8 3.4 2.4 3.2 3 3 2.4 3.6 3.2 4.6 3 3.2 3.2 3 3.8
Appendix D Climate Data at Avon and Wollongong D-3
Date Julian Air Rainfall at Rainfall at Relative Evaporation Date temperature Avon dam Upper Avon humidity (mm)
Ol-Oct-89 02-Oct-89
03-Oct-89 04-Oct-89
05-Oct-89
06-Oct-89 07-Oct-89
08-Oct-89
09-Oct-89
IO-Oct-89
Il-Oct-89
12-Oct-89
l3-Oct-89
14-Oct-89
15-Oct-89
!6-Oct-89
17-Oct-89
18-Oct-89
19-Oct-89
20-Oct-89
21-Oct-89
22-Oct-89
23-Oct-89
24-Oct-89
25-Oct-89
26-Oct-89
27-Oct-89
28-Oct-89
29-Oct-89
30-Oct-89
3I-Oct-89 Ol-Nov-89
02-Nov-89
03-Nov-89
04-Nov-89
05-Nov-89
06-Nov-89
07-Nov-89
08-Nov-89
09-Nov-89
IO-Nov-89
ll-Nov-89
12-Nov-89
13-Nov-89
l4-Nov-89
15-Nov-89
l6-Nov-89
17-Nov-89
18-Nov-89
19-Nov-89
20-Nov-89
21-Nov-89
93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144
(°C) 30.0
14.0
18.0
19.0
24.0
22.0
20.0
19.0
20.0
18.0
22.0
25.0
24.0
22.0
27.0
22.0
17.0
23.0
28.0
19.0
22.0
20.0
20.0
22.0
26.0
25.0
17.0
21.0
21.0
28.0
21.0
24.0
20.0
22.0
22.0
29.0
27.0
19.0
24.0
18.0
15.0
15.0
20.0
25.0
28.0
32.0
28.0
26.0
20.0
19.0
17.0
25.0
(mm) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2.4 0.8 0 3.6 0 7 2.2 0 0 0 0 0 0 0 0 3.4 0
30.6
7.8 4.4 0 0.4 1.6 5.4 0 0 0 0 0.4 2 2
12.2
0.6
(mm) 0.0 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 3.0 1.2 0.0 0.0 0.0 5.0 3.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 3.4 0.0 4.3 11.8 3.5 0.5 4.3 5.3 2.7 1.3 0.4 0.0 1.5 3.3 4.4 2.6 37.5
0.8 0.0
%
24 46 51 54 37 36 57 36 38 36 31 24 39 22 22 63 79 59 59 36 49 59 72 81 42 41 34 49 49 37 42 24 63 49 65 40 62 72 33 71 89 89 72 47 51 36 68 69 80 80 70 59
3.8 6.8 4 3.6 2.6 4.8 4 3.4 6.8 5.2 5.2 5.4 4.6 5.6 6 5.6 5.6 1.2 3.2 4.8 5 4 3.8 2.2 2.8 3.2 4.2 8.4 4.6 3.6 6.6 6 4.6 3.8 4.8 2.8 6.6 4.8 1.8 5 2 0.4 0.8 3.6 4 5.4 4.8 4.4 1.4 3.6 1.6 1.8
Appendix D Climate Data at Avon and Wollongong D.4
Date Julian Air Rainfall at Rainfall at Relative Evaporation Date temperature Avon dam Upper Avon humidity (mm)
22-Nov-89
23-Nov-89
24-Nov-89
25-Nov-89 26-Nov-89
27-Nov-89
28-Nov-89
29-Nov-89
30-Nov-89
Ol-Dec-89
02-Dec-89
03-Dec-89
04-Dec-89
05-Dec-89
06-Dec-89
07-Dec-89
08-Dec-89
09-Dec-89
10-Dec-89
ll-Dec-89
12-Dec-89
13-Dec-89
14-Dec-89
15-Dec-89
16-Dec-89
17-Dec-89
18-Dec-89
19-Dec-89
20-Dec-89
21-Dec-89
22-Dec-89
23-Dec-89
24-Dec-89
25-Dec-89
26-Dec-89
27-Dec-89
28-Dec-89
29-Dec-89
30-Dec-89
31-Dec-89
Ol-Jan-90
02-Jan-90
03-Jan-90
04-Jan-90
05-Jan-90
06-Jan-90
07-Jan-90
08-Jan-90
09-Jan-90
IO-Jan-90
ll-Jan-90
!2-Jan-90
145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196
(°C)
28.0
31.0
33.0
22.0
16.0
19.0
22.0
28.0
34.0
34.0
30.0
24.0
19.0
21.0
19.0
21.0
23.0
22.0
26.0
33.0
30.0
26.0
22.0
22.0
22.0
25.0
28.0
29.0
35.0
19.0
26.0
25.0
19.0
32.0
35.0
25.0
21.0
27.0
31.0
31.0
37.0
25.0
41.0
19.0
23.0
30.0
28.0
18.0
17.0
20.0
25.0
31.0
(mm) 0 0 0 0 9.8 0 0 0 0 0 0 6.2 0.2 9.4 17 14.4
2.2 0.1 10.4
0.4 1.4 0 6.2 0.4 0 0 0 0 0 0 0 0 0.8 0 0 0 0.6 0 0 0 0 0 0 0 0 0 0 11 18.6
16.2
1.4 0.8
(mm) 0.0 0.0 0.0 62.6
0.7 0.0 0.0 0.0 0.6 0.0 1.2 3.2 107.0
97.2
11.7
15.1
1.1 28.6
1.0 1.2 0.0 4.4 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.4 0.0 0.0 0.0 2.1 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.4 2.8 2.0 8.4 46.6
48.0
5.1 4.9 0.0
%
51 37 63 82 80 71 66 45 36 31 61 82 80 73 90 74 66 100 62 54 29 69 50 58 65 54 40 40 24 72 62 62 90 44 27 49 57 39 48 38 38 61 25 71 59 58 77 90 100 90 91 59
4.6 5.8 5.6 5.2 3.2 1.4 2.2 4 4.8 6.8 8 4.2 4.2 2.2 1.4 3.8 4.2 2.9 1.6 4.2 5.2 6 3.6 7.2 5 4.2 5.4 6.6 6.4 6.8 2.8 3.8 5.2 1.6 5.2 11.6
8.6 4.2 5.2 7 5.8 6 5 9.4 2.8 4 4.8 4 1.4 0.6 0.2 2.4
Appendix D Climate Data at Avon and Wollongong D5
Date Julian Date
Air temperature
(°C)
Rainfall at Avon dam
(mm)
Rainfall at Relative Upper Avon humidity
(mm) %
Evaporation (mm)
13-Jan-90 14-Jan-90
15-Jan-90
16-Jan-90
17-Jan-90
18-Jan-90
19-Jan-90
20-Jan-90
21-Jan-90
22-Jan-90
23-Jan-90
24-Jan-90
25-Jan-90
26-Jan-90
27-Jan-90
28-Jan-90
29-Jan-90
30-Jan-90
31-Jan-90
Ol-Feb-90
02-Feb-90
03-Feb-90
04-Feb-90
05-Feb-90
06-Feb-90
07-Feb-90
08-Feb-90
09-Feb-90
10-Feb-90
ll-Feb-90
12-Feb-90
13-Feb-90
14-Feb-90
15-Feb-90
16-Feb-90
17-Feb-90
!8-Feb-90
19-Feb-90
20-Feb-90
21-Feb-90
22-Feb-90
23-Feb-90
24-Feb-90
25-Feb-90
26-Feb-90
27-Feb-90
28-Feb-90
Ol-Mar-90
02-Mar-90
03-Mar-90
04-Mar-90
05-Mar-90
197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248
28.0
17.0
22.0
19.0
23.0
30.0
25.0
35.0
19.0
19.0
26.0
29.0
26.0
29.0
36.0
32.0
19.0
25.0
30.0
27.0
17.0
18.0
20.0
26.0
21.0
21.0
21.0
23.0
23.0
22.0
22.0
21.0
23.0
24.0
27.0
30.0
24.0
25.0
28.0
28.0
29.0
28.0
26.0
26.0
24.0
24.0
27.0
27.0
26.0
31.0
30.0
31.0
0 1 2.2 2.2 0 0 0 0 0.4 0.6 0 0 0 0 0 0 0 0 0 2 0
113.2
111.4
38.8
1 2 2.2 18.2
6 8.6 0.8 0 0 0 0 0
28.6
0.8 0.4 0 0 4.6 6 0.4 4 0 0.8 0 0 0 0 0
0.4 25.2
14.7
0.6 0.0 0.0 0.4 6.1 8.8 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.8 1.5
155.0
143.0
23.8
8.3 23.8
17.3
35.7
23.4
4.0 6.1 0.0 0.0 0.0 0.0 0.0 9.6 6.1 0.0 0.0 0.0 1.8 45.0
2.3 24.6
0.0 2.1 0.0 0.0 0.0 0.0 1.3 2.9
84 100 100 80 52 41 91 41 90 72 92 46 46 45 42 30 72 47 47 77 100 100 100 75 73 90 91 91 100 73 73 67 67 75 56 76 83 69 50 77 59 91 70 76 75 76 70 70 84 49 64 66
5.2
5
0.6
1
4
4.6
5.2
4.2
5.8
1.6
2
4.6
6
5.6
4
7
4.6
2.8
4
6.2
2.6
2.6
2.6
3
3.5
0.8
1.2
4.4
2
3.2
4.8
3
3.2
3.6
3.6
4.2
7.4
3.4
3.2
3.8
4
4
3.2
2.6
3
4
2
3.8
5.4
3.4
4.0
6.8
Appendix D Climate Data at Avon and Wollongong D-6
Date Julian Air Rainfall at Rainfall at Relative Evaporation Date temperature Avon dam Upper Avon humidity (mm)
06-Mar-90
07-Mar-90
08-Mar-90
09-Mar-90
l0-Mar-90
ll-Mar-90
12-Mar-90
13-Mar-90
14-Mar-90
15-Mar-90
16-Mar-90
17-Mar-90
18-Mar-90
19-Mar-90
20-Mar-90
21-Mar-90
22-Mar-90
23-Mar-90
24-Mar-90
25-Mar-90
26-Mar-90
27-Mar-90
28-Mar-90
29-Mar-90
30-Mar-90
31-Mar-90
Ol-Apr-90
02-Apr-90
03-Apr-90
04-Apr-90
05-Apr-90
06-Apr-90
07-Apr-90
08-Apr-90
09-Apr-90
10-Apr-90
ll-Apr-90
l2-Apr-90
13-Apr-90
l4-Apr-90
!5-Apr-90
16-Apr-90
17-Apr-90
l8-Apr-90
19-Apr-90
20-Apr-90
21-Apr-90
22-Apr-90
23-Apr-90
24-Apr-90
25-Apr-90
26-Apr-90
249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300
(°C) 26.0
21.0
22.0
32.0
29.0
31.0
20.0
20.0
23.0
29.0
22.0
26.0
23.0
20.0
21.0
22.0
22.0
21.0
23.0
22.0
24.0
24.0
27.0
21.0
20.0
20.0
24.0
22.0
20.0
18.0
18.0
26.0
22.0
18.0
18.0
17.0
20.0
25.0
27.0
21.0
18.0
16.0
19.0
18.0
21.0
19.0
20.0
21.0
23.0
21.0
19.0
16.0
(mm) 0.8 34 0 0 0 0 0.4 1.4 1.2 0 2 0.2 0
24.4
1 0.0 0.8 0.6 3.8 0.2 0.4 2.0 1.8 0.0 4.0 15.4
2.4 0 0
12.2
62 20 0.4 0
29.2
10.8
25.8
0.8 7.6 0.2 0.2 0.4 2.8 1.8 46.2
33.2
20.4
2 0 0 0.8 0.8
(mm) 44.0
0.6 0.0 0.0 0.0 4.6 7.3 6.5 0.0 26.7
2.7 0.7 22.3
4.8 1.9 0.0 9.5 0.5 0.0 4.8 5.7 0.7 1.3 4.9 15.1
4.2 0.0 6.0 42.4
48.0
33.4
0.0 96.5
69.5
14.2
21.2
0.4 4.9 85.8
2.7 1.8 8.4 0.5 61.8
30.8
20.5
1.0 0.0 0.0 0.0 0.0 5.2
%
100 47 58 30 59 83 63 64 67 53 90 69 100 81 65 74 82 74 82 82 74 67 90 81 90 82 75 82 72 100 100 63 82 100 90 100 100 100 63 100 90 80 81 90 100 100 64 72 58 43 46 51
4.2 6.0 4.4 3.6 3.8 4.6 4.0 5.4 3.2 1.5 4.0 1.0 3.2 3.8 2.0 3.4 2.2 2.8 2.0 2.2 1.4 2.6 2.2 3.4 2.8 1.6 0.8 2.2 2.4 2 2 0.4 2.2 1.2 1.2 2.2 1 0.8 2.8 2.6 2.8 1.2 1 1.8 2.2 1.2 2.3 2 3 3.8 3.4 5.6
Appendix D Climate Data at Avon and Wollongong D-7
Date Julian Air Rainfall at Rainfall at Relative Evaporation
27-Apr-90
28-Apr-90
29-Apr-90
30-Apr-90
Ol-May-90
02-May-90
03-May-90
04-May-90
05-May-90
06-May-90
07-May-90
08-May-9O
09-May-90
IO-May-90
1 l-May-90
12-May-90
13-May-90
14-May-90
15-May-90
16-May-90
17-May-90
18-May-90
19-May-90
20-May-90
2 l-May-90
22-May-90
23-May-90
24-May-90
25-May-90
26-May-90
27-May-90
28-May-90
29-May-90
30-May-90
3 l-May-90
Ol-Jun-90
02-Jun-90
03-Jun-90
04-Jun-90
05-Jun-90
06-Jun-90
07-Jun-90
08-Jun-90
09-Jun-90
10-Jun-90
ll-Jun-90
l2-Jun-90
!3-Jun-90
14-Jun-90
15-Jun-90
)6-Jun-90
!7-Jun-90
Date
301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352
temperature (()
17.0
17.0
21.0
20.0
21.0
23.0
20.0
25.0
25.0
22.0
17.0
19.0
23.0
24.0
23.0
24.0
19.0
16.0
16.0
16.0
18.0
13.0
16.0
16.0
14.0
14.0
16.0
13.0
14.0
17.0
17.0
17.0
16.0
17.0
17.0
14.0
12.0
16.0
16.0
14.0
14.0
14.0
12.0
16.0
19.0
16.0
16.0
16.0
14.0
16.0
17.0
14.0
Avon dam (mm) 2.2 0 0 0 0 0 0 0 0 0 0.2 1.2 0 0.2 0 0 0 0 0 0 0.6 7.2 2 0 0.2 0
26.4
40.4
22.6
0.8 0.4 0.2 0.8 0.8 21.0
2 0 0 0 0 1 0.2 3.8 2.4 0.2 0 0.2 0 1.6 0 0 0.1
Upper Avon (mm) 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.1 3.2 0.6 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.4 11.0 0.3 0.0 1.0 1.0 32.0
171.2
88.6
4.0 0.0 1.2 4.2 6.2 35.0
1.4 0.0 0.0 0.0 0.0 2.4 0.2 12.2
3.2 3.2 0.4 0.0 0.0 7.8 0.3 0.0 0.0 8.6
i humidity %
53 36 55 81 43 46 57 48 11 73 100 100 67 46 66 33 71 68 68 89 90 88 59 75 78 89 100 100 78 100 89 80 70 100 69 56 55 60 60 77 78 89 100 89 100 69 78 70 68 70 68
100
(mm)
3.4 2.2 3.0 3.2 3.4 2.8 3 1.4 3 4 1.4 1.2 1 2 2.6 1.8 3.8 2.2 1.4 0.4 0.4 1.6 2.2 1.2 1.4 1 0.8 2 1.8 0.8 1.8 0.8 0.8 2 0.4 3.2 3.4 2.2 2.2 1.8 0.2 1.2 0.2 0 0.8 1.2 0.6 1.2 2 1.2 1 0.1
Appendix D Climate Data at Avon and Wollongong D-8
Date Julian Air Rainfall at Rainfall at Relative Evaporation Date temperature Avon d a m Upper Avon humidity (mm)
18-Jun-90
19-Jun-90
20-Jun-90
21-Jun-90
22-Jun-90
23-Jun-90
24-Jun-90
25-Jun-90
26-Jun-90
27Jun-90
28-Jun-90
29-Jun-90
30-Jun-90
353 354 355 356 357 358 359 360 361 362 363 364 365
(°C) 9.0 14.0
16.0
14.0
15.0
15.0
13.0
10.0
10.0
13.0
8.0 12.0
13.0
(mm) 7.6 3.4 0 0 0 0 0 0 0 0 0.2 0 0
(mm) 15.4
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.6
%
100 67 42 67 58 100 63 79 51 55 45 64 66
1.4 1 1 1.4 2.6 1.4 1.4 1.6 1.2 2 2.2 2.6 1.4
Appendix D Climate Data at Avon and Wollongong D9
Table D-2 Wind speed data at the Avon dam and Wollongong
Date
I-J11I-8S
2-Jul-8S
3-Jul-89
4-Jul-89
5-Jul-89
6-Jul-89
7-Jul-89
8-Jul-89
9-Jul-89
10-Jul-89
ll-Jul-89
12-Jul-89
13-Jul-89
14-Jul-89
15-Jul-89
16-Jul-89
17-Jul-89
18-Jul-89
19-Jul-89
20-Jul-89
21-JuI-89
22-Jul-89
23-Jul-89
24-Jul-89
25-Jul-89
26-Jul-89
27-Jul-89
28-Jul-89
29-Jul-89
30-Jul-89
31-Jul-89
l-Aug-89
2-Aug-89
3-Aug-89
4-Aug-89
5-Aug-89
6-Aug-89
7-Aug-89
8-Aug-89
9-Aug-89
10-Aug-89
U-Aug-89
12-Aug-89
13-Aug-89
14-Aug-89
!5-Aug-89
16-Aug-89
I7-Aug-89
I8-Aug-89
Julian Date
1 2 3 4 5 6 7
8 9 10 11 12
13 14 15 16
17 18 19 20 21 22 23 24 25 26
27 28 29 30 31 32 33 34
35 36 37 38 39 40 41
42 43 44
45 46
47
48 49
Direction at Avon dam
SW NW NW
W SW
N W
SW
NW
NW
SW
NW NW
NW SW
SW
Wind force at the Avon dam (Beaufort)
0 0 0 0 3-4 3-4 1 0 0 2-3 1-2 0 0 0 0 0 1-2 0 0 0 0
0 0 0-1 0 0-1 0 0 1 0
1-2
0 0 0 1-2 2-3 1-2 1-2 0 1
0 0
0 0
0
0
0 0
Daily average wind speed at Wollongong (m/s)
0.56
1.16
1.61
5.14
9.13
3.79
5.74
1.63
1.86
7.55
11.36
6.11
3.82
2.4 1.69
1.18
2.01
5.44
4.69
5.87
4.91
0.92
1.78
5.68
7.74
2.87
1.48
4.05
4.29
2.7 4.18
7.22
1.82
0.92
1.61
4.35
3.64
4.84
5.94
4.61
4.46
8 5.02
3.54
1.89
0.66
0.86
2.21
1.8
Appendix D Climate Data at Avon and Wollongong
19-Aug-89
20-Aug-89
21-Aug-89
22-Aug-89
23-Aug-89
24-Aug-89
25-Aug-89
26-Aug-89
27-Aug-89
28-Aug-89
29-Aug-89
30-Aug-89
31-Aug-89
l-Sep-89
2-Sep-89
3-Sep-89
4-Sep-89
5-Sep-89
6-Sep-89
7-Sep-89
8-Sep-89
9-Sep-89
10-Sep-89
ll-Sep-89
12-Sep-89
13-Sep-89
14-Sep-89
15-Sep-89
16-Sep-89
17-Sep-89
i8-Sep-89
19-Sep-89
20-Sep-89
21-Sep-89
22-Sep-89
23-Sep-89
24-Sep-89
25-Sep-89
26-Sep-89
27-Sep-89
28-Sep-89
29-Sep-89
30-Sep-89
l-Oct-89
2-Oct-89
3-Oct-89
4-Oct-89
5-Oct-89
6-Oct-89
7-Oct-89
8-Oct-89
9-Oct-89
10-Oct-89
50 51 52 53 54 55 56 57 58 59 60 61 62 63 64
65 66 67 68 69 70 71 72 73 74
75 76 77 78 79 80 81 82
83 84
85 86 87 88 89 90
91 92 93 94
95 96 97
98
99
100 101 102
N W
W
w w N W
w w SW
w N W SW N W
SW
w SW N W
NE N W
N W SW N W
N W SW
SW N W
N W
SW
SW SW
N W SW N W
N W
N W
N W
N W SW
1-2 0 0 0 1 3-4 1-2 3-4 3-4 1-2 2-3 1 1 1-2 4
0 0 0 1 1 1 2
1 1-2 0 2-3 2-3 2-3 0 1-2 2-3
1-2 1-2 0 1
1-2 0 0 1 1
0
0 0 1-2 3 1
0 1-2 1-2
0 4-5 1-2 3-4
1.18
1.16
1.44
2.62
5.96
8.19
4.78
4.48
7.22
4.52
9.56
3.84
2.66
4.31
4.61
2.79
3.41
3.28
1.2 3.17
2.21
3.09
2.4 2.96
3.24
5.7 8.75
7.95
3.32
1.44
1.67
1.74
3.47
1.56
2.68
5.47
1.76
3.47
4.89
4.63
2.04
2.59
3.32
4.44
4.57
2.79
2.38
2.51
2.57
2.38
3.97
4.78
5.83
Appendix D Climate Data at Avon and Wollongong
1 l-Oct-89
12-Oct-89
13-Oct-89
14-Oct-89
15-Oct-89
16-Oct-89
17-Oct-89
18-Oct-89
19-Oct-89
20-Oct-89
21-Oct-89
22-Oct-89
23-Oct-89
24-Oct-89
25-Oct-89
26-Oct-89
27-Oct-89
28-Oct-89
29-Oct-89
30-Oct-89
31-Oct-89
l-Nov-89
2-Nov-89
3-Nov-89
4-Nov-89
5-Nov-89
6-Nov-89
7-Nov-89
8-Nov-89
9-Nov-89
10-Nov-89
ll-Nov-89
12-Nov-89
13-Nov-89
14_Nov-89
15-Nov-89
16-Nov-89
17-Nov-89
18-Nov-89
19-Nov-89
20-Nov-89
21-Nov-89
22-Nov-89
23-Nov-89
24-Nov-89
25-Nov-89
26-Nov-89
27-Nov-89
28-Nov-89
29-Nov-89
30-Nov-89
l-Dec-89
2-Dec-89
103 104 105 106 107 108 109 110 111 112 113 114 115
116 117 118 119 120 121 122 123 124 125
126 127 128 129 130 131
132 133 134 135 136 137 138
139 140 141 142
143 144
145 146 147
148 149
150
151 152 153 154
155
N W N W N W N W N W N W
W
w
w N N W
SW
W N W N W W
N W
SSE
N W N W
SW
SW
W
1 1-2 1-2 2-3 1-2 1 0 0 0 1 0 0 1-2
0 2-3 1-2 1-2 1-2 1-2 2 2-3 0 0 0 0 0 0 0 1-2 2 0 0 0 1 1 0
0 0 0 0 1-2
0 0 0 1-2
0 0
0 0
0 0 1
0
3.22
2.34
1.59
3.56
2.83
3.24
1.54
3.11
2.34
3.71
3.24
1.61
1.35
1.82
1.78
1.26
8.6 4.37
2.25
2.85
4.37
2.36
2.36
2.38
1.76
2.47
2.23
1.54
1.29
1.76
1.11
2.23
1.56
1.69
2.25
1.11
1.14
1.2 2.53
4.24
2.62
1.99
1.99
2.29
1.97
3.47
2.74
1.16
1.41
3.17
2.12
1.31
5.21
Appendix D Climate Data at Avon and Wollongong
3-Dec-89
4-Dec-89
5-Dec-89
6-Dec-89
7-Dec-89
8-Dec-89
9-Dec-89
10-Dec-89
ll-Dec-89
12-Dec-89
13-Dec-89
14-Dec-89
15-Dec-89
16-Dec-89
17-Dec-89
18-Dec-89
19-Dec-89
20-Dec-89
21-Dec-89
22-Dec-89
23-Dec-89
24-Dec-89
25-Dec-89
26-Dec-89
27-Dec-89
28-Dec-89
29-Dec-89
30-Dec-89
31-Dec-89
l-Jan-90
2-Jan-90
3-Jan-90
4-Jan-90
5-Jan-90
6-Jan-90
7-Jan-90
8-Jan-90
9-Jan-90
10-Jan-90
ll-Jan-90
12-Jan-90
I3-Jan-90
14-Jan-90
15-Jan-90
16-Jan-90
17-Jan-90
18-Jan-90
19-Jan-90
20-Jan-90
21-Jan-90
22-Jan-90
23-Jan-90
24-Jan-90
156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208
SW
NE
NW
W
NW
NW
NW NW W
N S
NW
0 0 0 1-2 0 0 0 1-2 0 1-2 0 1-2 0 2 0 1 0 0 0 0 0 0 1-2 1-2 3-4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-2 1 2 0 0 0 0
1.84
2.98
2.12
2.83
3.37
1.29
1.03
2.21
2.92
1.99
1.48
3.6 2.36
3.37
1.69
4.61
3.6 4.35
2.01
1.61
1.99
0.9 4.07
4.44
4.37
2.74
2.59
1.71
2.77
3.39
1.97
2.44
2.55
1.97
2.14
1.91
2.12
3.39
1.78
1.01
2.7 1.93
1.31
0.92
3.58
2.12
1.93
2.12
2.64
1.65
1.89
1.91
2.72
Appendix D Climate Data at Avon and Wollongong
25-Jan-90
26-Jan-90
27-Jan-90
28-Jan-90
29-Jan-90
30-Jan-90
31-Jan-90
I-Feb-90
2-Feb-90
3-Feb-90
4-Feb-90
5-Feb-90
6-Feb-90
7-Feb-90
8-Feb-90
9-Feb-90
10-Feb-90
I l-Feb-90
12-Feb-90
13-Feb-90
I4-Feb-90
15-Feb-90
16-Feb-90
17-Feb-90
18-Feb-90
19-Feb-90
20-Feb-90
2l-Feb-90
22-Feb-90
23-Feb-90
24-Feb-90
25-Feb-90
26-Feb-90
27-Feb-90
28-Feb-90
l-Mar-90
2-Mar-90
3-Mar-90
4-Mar-90
5-Mar-90
6-Mar-90
7-Mar-90
8-Mar-90
9-Mar-90
IO-Mar-90
11 -Mar-90
12-Mar-90
13-Mar-90
14-Mar-90
15-Mar-90
!6-Mar-90
17-Mar-90
I8-Mar-90
209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261
W
NW
W
w SW NW
w w
NE NW
SE
SW
SE SE
w
NNW
1-2 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 1-2 1-2 0 0 0 0 1-2 1-2 0 2 1-2 0 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1-2 1 0 0 0 1-2
1.76
2.25
1.63
3.19
2.16
2.51
4.12
0.88
1.56
3.82
4.46
1.74
0.96
1.8 1.33
1.07
3.6 7.52
4.35
3.28
2.34
0.94
1.93
2.87
0.81
2.01
2.55
1.76
3.02
2.31
1.03
1.37
2.68
0.92
2.68
2.23
1.33
1.52
2.16
2.36
3 7.1 3.56
0.86
2.29
4.01
5.12
2.79
2.34
3.04
2.51
1.93
3.92
Appendix D Climate Data at Avon and Wollongong
19-Mar-9C
20-Mar-9C
21-Mar-9C
22-Mar-9C
23-Mar-9C
24-Mar-9C
25-Mar-9C
26-Mar-9C
27-Mar-9C
28-Mar-9C
29-Mar-90
30-Mar-90
3 l-Mar-90
l-Apr-90
2-Apr-90
3-Apr-90
4-Apr-90
5-Apr-90
6-Apr-90
7-Apr-90
8-Apr-90
9-Apr-90
10-Apr-90
11-Apr-90
12-Apr-90
13-Apr-90
14-Apr-90
15-Apr-90
16-Apr-90
17-Apr-90
18-Apr-90
19-Apr-90
20-Apr-90
21-Apr-90
22-Apr-90
23-Apr-90
24-Apr-90
25-Apr-90
26-Apr-90
27-Apr-90
28-Apr-90
29-Apr-90
30-Apr-90
l-May-90
2-May-90
3-May-90
4-May-90
5-May-90
6-May-90
7-May-90
8-May-90
9-May-90
10-May-90
262
263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314
NW
SE
NW
SW
w NW
w
w w
NW
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-2 0 0 1-2 0 0 0 0 1 0 1 3 2-3 0 0 1-2 0 0 1-2 4 0 0 1-2 0 0 0 0 0
3.9 1.54
1.33
1.52
0.71
1.22
0.86
1.89
2.94
2.49
2.19
1.05
0.77
1.09
2.57
1.71
3.45
0.9 0.9 2.7 0.96
0.86
1.03
1.41
2.12
1.33
3.22
4.07
2.79
0.99
1.95
1.09
1.18
2.87
4.18
3.54
4.67
7.89
10.29
6.19
5.85
1.63
3.62
3.67
3.79
1.31
1.76
3.07
2.14
3.15
1.71
2.19
1.84
Appendix D Climate Data at Avon and Wollongong
1 l-May-90
12-May-90
13-May-90
14-May-90
15-May-90
16-May-90
17-May-90
18-May-90
19-May-90
20-May-90
2 l-May-90
22-May-90
23-May-90
24-May-90
25-May-90
26-May-90
27-May-90
28-May-90
29-May-90
30-May-90
3 l-May-90
l-Jun-90
2-Jun-90
3-Jun-90
4-Jun-90
5-Jun-90
6-Jun-90
7-Jun-90
8-Jun-90
9-Jun-90
10-Jun-90
ll-Jun-90
12-Jun-90
13-Jun-90
14-Jun-90
15-Jun-90
16-Jun-90
17-Jun-90
18-Jun-90
19-Jun-90
20-Jun-90
21-Jun-90
22-Jun-90
23-Jun-90
24-Jun-90
25-Jun-90
26-Jun-90
27-Jun-90
28-Jun-90
29-Jun-90
30-Jun-90
315 316 317 318 319 320 321
322 323 324 325 326 327
328 329
330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350
351 352 353 354
355 356 357 358
359 360 361 362 363 364
365
N W W
w
SW
w w w
w w
w
w N W
w w N W
1 2-3 0 0 1-2 0 0 0 0 1-2 0 0 0 0 0
0 0 0 0 0 1-2 3-4 4-5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 1-2 1-2
0 2-3 0 1
1-2 7-8 2-3
1
1.37
1.97
2.25
2.72
1.35
2.04
3.09
3.41
3.41
3.41
3.41
3.41
3.41
3.41
3.41
3.41
3.41
3.41
3.41
3.41
3.41
5.34
5.72
3.6 1.69
2.87
1.69
2.44
2.38
1.54
1.41
2.23
2.08
2.49
1.97
1.8 1.89
3.79
5.08
3.52
1.65
3.82
1.48
1.37
2.72
3.86
5.06
4.22
11.15
6.77
2.29
Appendix E Measurements of Outflow at the Avon Reservoir E-l
APPENDIX E MEASUREMENTS OF OUTFLOW AT THE
AVON RESERVOIR
Table Appendix E -1 Discharge rates from the Avon dam release and withdrawal rates from the Upper Avon pumping station
Date Julian Variation of water Withdrawal rate from Discharge rate Outlet Date surface m (relative Upper Avon pumping from Avon d a m
Ol-Jul-89
02-Jul-89
03-Jul-89
04-Jul-89
05-Jul-89
06-Jul-89
07-Jul-89
08-Jul-89
09-Jul-89
IO-Jul-89
1 l-Jul-89
12-Jul-89
13-Jul-89
14-Jul-89
15-Jul-89
I6-Jul-89
17-Jul-89
l8-Jul-89
19-Jul-89
20-Jul-89
21-Jul-89
22-Jul-89
23-Jul-89
24-Jul-89
25-Jul-89
26-Jul-89
27-Jul-89
28-JuI-89
29-Jul-89
30-Jul-89
31-Jul-89
OI-Aug-89
02-Aug-89
03-Aug-89
04-Aug-89
05-Aug-89
06-Aug-89
07-Aug-89
08-Aug-89
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
to FSL)
0.03
0.03
0.03
0.03
0.03
0.02
0.01
0.00
0.00
0.01
0.01
0.00
0.00
-0.01
-0.01
-0.02
-0.02
-0.02
-0.03
-0.03
-0.04
-0.05
-0.06
-0.07
-0.06
-0.04
-0.03
-0.04
-0.04
-0.05
-0.05
-0.06
-0.06
-0.06
-0.07
-0.08
-0.10
-0.10
-0.11
station (ML/d)
118.44
114.74
114.26
121.19
108.29
124.24
108.1
124.47
101.61
118.94
109 123.3
122.09
102.9
122.09
121.04
111.21
126.29
116.21
139.96
126.94
116.22
124.86
111.2
112.7
105.9
101.2
128.65
110.29
127.07
105.57
128.22
114.26
127.09
132.29
127.37
128.53
131.42
125.99
(ML/d)
282 133 133 133 133 74 48 0 0 48 48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
Appendix E Measurements of Outflow at the Avon Reservoir
Date Julian Variation of water Withdrawal rate from Discharge rate Outlet Date surface m (relative Upper Avon pumping from Avon dam
09-Aug-89
10-Aug-89
ll-Aug-89
!2-Aug-89
13-Aug-89
l4-Aug-89
15-Aug-89
l6-Aug-89
l7-Aug-89
18-Aug-89
19-Aug-89
20-Aug-89
21-Aug-89
22-Aug-89
23-Aug-89
24-Aug-89
25-Aug-89
26-Aug-89
27-Aug-89
28-Aug-89
29-Aug-89
30-Aug-89
31-Aug-89
Ol-Sep-89
02-Sep-89
03-Sep-89
04-Sep-89
05-Sep-89
06-Sep-89
07-Sep-89
08-Sep-89
09-Sep-89
IO-Sep-89
ll-Sep-89
12-Sep-89
13-Sep-89
!4-Sep-89
15-Sep-89
l6-Sep-89
!7-Sep-89
18-Sep-89
!9-Sep-89
20-Sep-89
21-Sep-89
22-Sep-89
23-Sep-89
24-Sep-89
25-Sep-89
26-Sep-89
27-Sep-89
28-Sep-89
29-Sep-89
40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91
to FSL)
-0.12
-0.13
-0.14
-0.16
-0.16
-0.17
-0.18
-0.18
-0.19
-0.19
-0.20
-0.20
-0.21
-0.21
-0.23
-0.24
-0.26
-0.26
-0.27
-0.29
-0.30
-0.32
-0.32
-0.34
-0.35
-0.36
-0.37
-0.38
-0.38
-0.40
-0.41
-0.42
-0.43
-0.45
-0.46
-0.48
-0.49
-0.51
-0.52
-0.53
-0.55
-0.56
-0.57
-0.59
-0.59
-0.61
-0.62
-0.63
-0.65
-0.66
-0.68
-0.69
station (ML/d) 123.29
138.42
124.91
125.66
119.64
119.48
85.01
130.32
146.12
112.41
112.92
116.99
125.39
142.43
104.68
130.78
121.71
138.21
112.82
134.89
121.51
117.37
140.36
140.13
141.95
134.31
134.54
108.69
136.18
124.65
117.55
140.03
138.88
137.93
147.97
133.04
131.94
145.71
147.15
147.16
137.4
135.38
108.7
107.51
120.38
127.48
88.31
142.29
135.6
142.92
148.85
134.62
(ML/d) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Appendix E Measurements of Outflow at the Avon Reservoir E-3
Date Julian Variation of water Withdrawal rate from Discharge rate Outlet Date surface m (relative Upper Avon pumping from Avon dam
30-Sep-89
Ol-Oct-89
02-Oct-89
03-Oct-89
04-Oct-89
05-Oct-89
06-Oct-89
07-Oct-89
08-Oct-89
09-Oct-89
10-Oct-89
ll-Oct-89
l2-Oct-89
l3-Oct-89
14-Oct-89
15-Oct-89
16-Oct-89
17-Oct-89
18-Oct-89
19-Oct-89
20-Oct-89
21-Oct-89
22-Oct-89
23-Oct-89
24-Oct-89
25-Oct-89
26-Oct-89
27-Oct-89
28-Oct-89
29-Oct-89
30-Oct-89
31-Oct-89
01-Nov-89
02-Nov-89
03-Nov-89
04-Nov-89
05-Nov-89
06-Nov-89
07-Nov-89
08-Nov-89
09-Nov-89
IO-Nov-89
ll-Nov-89
l2-Nov-89
13-Nov-89
l4-Nov-89
l5-Nov-89
16-Nov-89
l7-Nov-89
i8-Nov-89
l9-Nov-89
20-Nov-89
92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143
to FSL) -0.71
-0.72
-0.78
-0.82
-0.86
-0.89
-0.93
-0.99
-1.06
-1.10
-1.16
-1.21
-1.26
-1.32
-1.36
-1.41
-1.46
-1.51
-1.56
-1.61
-1.66
-1.71
-1.75
-1.80
-1.85
-1.89
-1.93
-1.99
-2.04
-2.09
-2.14
-2.20
-2.25
-2.29
-2.35
-2.35
-2.37
-2.37
-2.37
-2.38
-2.39
-2.41
-2.40
-2.41
-2.42
-2.42
-2.42
-2.42
-2.42
-2.42
-2.42
-2.42
station (ML/d) 114.34
122 119.72
123.59
107.85
95.67
164.82
112.12
113.32
120.39
123 126.5
129.52
127.8
127.8
130.75
144.08
129.44
117.36
121.9
101.79
119.8
118.67
101.39
94.43
100.79
119.11
118.5
123.61
121.65
105.85
136 90.34
140.47
127.9
111.9
98.48
120 88.71
111.5
98.7
89.25
95.85
104.58
112.74
87.27
113.97
84.53
119.75
106.1
108.7
82.95
(ML/d) 200 200 200 200 200 400 400 400 400 400 400 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 349 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
Appendix E Measurements of Outflow at the Avon Reservoir E-4
Date Julian Variation of water Withdrawal rate from Discharge rate Outlet Date surface m (relative Upper Avon pumping from Avon dam
21-Nov-89
22-Nov-89
23-Nov-89
24-Nov-89
25-Nov-89
26-Nov-89
27-Nov-89
28-Nov-89
29-Nov-89
30-Nov-89
01-Dec-89
02-Dec-89
03-Dec-89
04-Dec-89
05-Dec~89
06-Dec-89
07-Dec-89
08-Dec-89
09-Dec-89
10-Dec-89
ll-Dec-89
12-Dec-89
13-Dec-89
l4-Dec-89
15-Dec-89
16-Dec-89
17-Dec-89
18-Dec-89
l9-Dec-89
20-Dec-89
21-Dec-89
22-Dec-89
23-Dec-89
24-Dec-89
25-Dec-89
26-Dec-89
27-Dec-89
28-Dec-89
29-Dec-89
30-Dec-89
31-Dec-89
Ol-Jan-90
02-Jan-90
03-Jan-90
04-Jan-90
05-Jan-90
06-Jan-90
07-Jan-90
()8-Jan-90
09-Jan-90
IO-Jan-90
Il-Jan-90
144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195
to FSL) -2.42
-2.42
-2.42
-2.42
-2.42
-2.46
-2.48
-2.48
-2.50
-2.52
-2.54
-2.55
-2.55
-2.56
-2.56
-2.36
-2.30
-2.26
-2.27
-2.24
-2.24
-2.24
-2.25
-2.25
-2.28
-2.28
-2.29
-2.30
-2.30
-2.30
-2.30
-2.30
-2.36
-2.37
-2.38
-2.40
-2.42
-2.44
-2.44
-2.46
-2.46
-2.49
-2.51
-2.54
-2.57
-2.57
-2.58
-2.59
-2.60
-2.58
-2.56
-2.56
station (ML/d) 104.48
110.78
108.69
124.69
89.26
101.29
100.5
107.12
133.18
109.16
110.71
129.67
100.13
101.63
97.18
109.95
98.61
91.9
104.35
89.92
102.62
106.44
123.27
123.23
98.86
109.52
111.19
120.05
121.07
118.62
131.54
119.67
112.13
104.55
100.83
133.73
133.81
107.7
129.37
124.05
131.47
127.19
131.25
141.2
135.83
117.85
111.79
91.38
103.93
82.95
103.25
111.7
(ML/d)
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Appendix E Measurements of Outflow at the Avon Reservoir £.5
Date Julian Variation of water Withdrawal rate from Discharge rate Outlet Date surface m (relative Upper Avon pumping from Avon dam
12-Jan-90
13-Jan-90
14-Jan-90
15-Jan-90
16-Jan-90
17-Jan-90
18-Jan-90
19-Jan-90
20-Jan-90
21-Jan-90
22-Jan-90
23-Jan-90
24-Jan-90
25-Jan-90
26-Jan-90
27-Jan-90
28-Jan-90
29-Jan-90
30-Jan-90
31-Jan-90
0 l-Feb-90
()2-Feb-90
03-Feb-90
04-Feb-90
05-Feb-90
06-Feb-90
07-Feb-90
08-Feb-90
09-Feb-90
10-Feb-90
1 l-Feb-90
!2-Feb-90
13-Feb-90
l4-Feb-90
l5-Feb-90
16-Feb-90
17-Feb-90
l8-Feb-90
l9-Feb-90
20-Feb-90
2l-Feb-90
22-Feb-90
23-Feb-90
24-Feb-90
25-Feb-90
26-Feb-90
27-Feb-90
28-Feb-90
01-Mar-90
02-Mar-90
03-Mar-90
04-Mar-90
196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244
245 246 247
to FSL)
-2.57
-2.57
-2.58
-2.61
-2.64
-2.66
-2.68
-2.73
-2.76
-2.79
-2.82
-2.85
-2.88
-2.92
-2.96
-3.00
-3.03
-3.07
-3.10
-3.14
-3.16
-3.17
-2.91
-1.94
-1.43
-1.36
-1.31
-1.27
-1.16
-1.02
-0.97
-0.94
-0.93
-0.92
-0.92
-0.92
-0.92
-0.91
-0.92
-0.92
-0.93
-0.94
-0.95
-0.93
-0.91
-0.88
-0.86
-0.86
-0.87
-0.87
-0.87
-0.88
station (ML/d) 106.57
98.7
97.97 100.74
99.38
103.88
107.46
92 98.74
85.52
107.37
94.86
128.2
154.49
156.17
115.72
129.51
98.63
118.12
145.79
106.5
108.7
100.6
88.8
101.19
124.3
98.8
89.5
99.2
99.6
89.2
94.9
124.5
112.1
109 118.4
183.1
154.2
135.7
133.7
135.4
154.4
140.9
149.6
159.6
136 122.7
147.6
146 150.3
178.8
163.7
(ML/d)
0 0 0 250 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
reg outlet
Appendix E Measurements of Outflow at the Avon Reservoir g-6
Date Julian Variation of water Withdrawal rate from Discharge rate Outlet Date surface m (relative Upper Avon pumping from Avon dam
05-Mar-90
06-Mar-90
07-Mar-90
08-Mar-90
09-Mar-90
10-Mar-90
11-Mar-90
l2-Mar-90
13-Mar-90
14-Mar-90
15-Mar-90
16-Mar-90
17-Mar-90
18-Mar-90
19-Mar-90
20-Mar-90
2 l-Mar-90
22-Mar-90
23-Mar-90
24-Mar-90
25-Mar-90
26-Mar-90
27-Mar-90
28-Mar-90
29-Mar-90
30-Mar-90
3 l-Mar-90
OI-Apr-90
02-Apr-90
03-Apr-90
04-Apr-90
05-Apr-90
06-Apr-90
07-Apr-90
08-Apr-90
09-Apr-90
10-Apr-90
11 -Apr-90
12-Apr-90
l3-Apr-90
I4-Apr-90
l5-Apr-90
16-Apr-90
17-Apr-90
18-Apr-90
19-Apr-90
20-Apr-90
21-Apr-90
22-Apr-90
23-Apr-90
24-Apr-90
25-Apr-90
248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299
to FSL)
-0.90
-0.91
-0.87
-0.88
-0.89
-0.90
-0.90
-0.92
-0.94
-0.94
-0.94
-0.95
-0.95
-0.97
-0.94
-0.95
-0.96
-0.96
-0.96
-0.96
-0.97
-0.97
-0.97
-0.98
-0.98
-0.99
-0.98
-0.98
-0.98
-0.99
-0.97
-0.55
-0.16
-0.05
0.01
0.13
0.12
0.14
0.11
0.08
0.05
0.03
0.03
0.03
0.03
0.13
0.24
0.16
0.11
0.08
0.06
0.05
station (ML/d) 138.3
122.9
132.9
128 158.3
153.5
161.1
145.9
57.4
162 164.3
120.3
149.8
118.1
128.3
129.5
91.9
86.5
103.2
107.8
81.8
92.8
91.6
72.53
93 153.4
105.2
107 93.7
91.3
66 86.5
101.3
96.5
98.2
128.5
78.5
105.9
103.2
85.8
100.3
111.2
90.2
100.4
102.9
89.8
80.7
98.9
102.1
93.3
119.9
117.2
(ML/d) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 480 1210
1010
1360
929 563 368 133 133 133 133 1210
3400
1680
929 563 368 282
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
Appendix E Measurements of Outflow at the Avon Reservoir E_7
Date Julian Variation of water Withdrawal rate from Discharge rate Outlet Date surface m (relative Upper Avon pumping from Avon dam
26-Apr-90
27-Apr-90
28-Apr-90
29-Apr-90
30-Apr-90
0 l-May-90 02-May-90
03-May-90 04-May-90
05-May-90
06-May-90
07-May-90
08-May-90
09-May-90
10-May-90
I l-May-90
12-May-90
13-May-90
l4-May-90
15-May-90
16-May-90
17-May-90
18-May-90
!9-May-90
20-May-90
2 l-May-90
22-May-90
23-May-90
24-May-90
25-May-90
26-May-90
27-May-90
28-May-90
29-May-90
30-May-90
3 l-May-90
Ol-Jun-90
02-Jun-90
03-Jun-90
04-Jun-90
05-Jun-90
06-Jun-90
07-Jun-90
08-Jun-90
09-Jun-90
10-Jun-90
ll-Jun-90
l2-Jun-90
l3-Jun-90
!4-Jun-90
l5-Jun-90
l6-Jun-90
300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351
to FSL) 0.05
0.02
0.02
0.02
0.02
0.02
0.00
0.00
0.00
-0.01
-0.01
-0.01
-0.01
-0.01
-0.01
-0.02
-0.02
-0.03
-0.04
-0.04
-0.05
-0.06
-0.06
-0.06
-0.06
-0.07
-0.08
-0.07
0.26
0.15
0.10
0.07
0.04
0.04
0.04
0.09
0.08
0.08
0.03
0.02
0.01
0.01
0.01
0.02
0.02
0.02
0.01
0.01
0.01
0.01
0.01
0.01
station (ML/d)
97.9
109.3
137.5
88.9
82.6
129.1
106.98
109 141.5
109.7
83.2
91.7
109.2
106.7
123.9
108.7
112.8
97.9
108.6
94.1
79 119.4
121.6
103.2
100.1
111.8
109.9
92.7
88.6
101.9
107 77.8
113.4
93.5
139.4
147.7
145.9
131.16
134.1
149.1
115.4
166.7
118.5
155.8
115.2
141.4
118.4
153.4
113.4
136.7
121 134.33
(ML/d) 282 74 74 74 74 74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3970
1510
800 462 203 203 203 678 563 863 133 74 48 48 48 74 74 74 48 48 48 48 48 48
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
Appendix E Measurements of Outflow at the Avon Reservoir E-8
Date Julian Variation of water Withdrawal rate from Discharge rate Outlet Date surface m (relative Upper Avon pumping from Avon dam
17-Jun-90
18-Jun-90
l9-Jun-90
20-Jun-90
21-Jun-90
22-Jun-90
23-Jun-90
24-Jun-90
25-Jun-90
26-Jun-90
27-Jun-90
28-Jun-90
29-Jun-90
30-Jun-90
352 353 354 355 356 357 358 359 360 361 362 363 364 365
to FSL)
0.01
0.02
0.01
0.01
0.01
0.00
0.00
0.00
0.00
-0.01
-0.02
-0.03
-0.04
-0.05
station (ML/d)
112.8
106.4
110.3
162.4
124.91
149.73
106 96.6
151.41
117.64
107.7
124.1
111.3
150.9
(ML/d) 48 74 48 48 48 0 0 0 0 0 0 0 0 0
unreg outlet
unreg outlet
unreg outlet
unreg outlet
unreg outlet
Appendix F Measurement Data of Water Quality at Avon Reservoir
Appendix F MEASUREMENT DATA OF WATER QUALITY
AT AVON RESERVOIR Sources: Sivakumar. M. and Amino, N. (1990). Upper Avon Destratification. Water Engineering and
geomechanics Research Program, University of Wollongong, 1990, 134pp.
Water temperature, pH, dissolved oxygen
DAVl
Table F-l Measurement data for water temperature, pH, and dissolved oxygen at DAVl
Date(m/d/y)
7/14/89
7/21/89
8/21/89
Julian Date
14 14 14 14 14 14 14 14 14 14 14 21 21 21 21 21 21 21 21 21 21 21 21 52 52 52 52 52 52 52 52 52 52
Depth (m)
0 3 6 9 12 15 18 24 30 36 42 0 3 6 9 12 15 18 24 30 36 42 48 0 3 6 9 12 15 18 24 30 36
Temperature (°C)
11.70
11.70
11.70
11.70
11.70
11.70
11.70
11.70
11.70
11.60
11.60
11.30
11.30
11.30
11.30
11.30
11.30
11.30
11.30
11.30
11.30
11.30
11.30
11.80
11.80
11.50
11.30
11.10
11.10
11.10
11.10
11.00
11.00
pH 6.47
6.47
6.52
6.54
6.51
6.51
6.49
6.46
6.46
6.43
6.47
6.20
6.22
6.21
6.22
6.26
6.26
6.25
6.20
6.21
6.27
6.26
5.50
6.19
6.30
6.25
6.27
6.20
6.17
6.15
6.32
6.16
6.17
D O (mg/L)
8.30
8.20
8.40
8.40
8.40
8.40
8.30
7.80
6.70
6.70
6.50
7.70
7.60
7.50
7.50
7.50
7.50
7.60
7.50
7.40
7.50
7.50
7.50
9.50
9.40
9.10
8.70
8.50
8.40
8.20
8.10
8.40
8.40
Appendix F Measurement Data of Water Quality at Avon Reservoir F-2
9/12/89
9/21/89
10/11/89
10/31/89
11/29/89
52 52 74 74 74 74 74 74 74 74 74 74 74 74 83 83 83 83 83 83 83 83 83 83 83 83 103 103 103 103 103 103 103 103 103 103 103 103 123 123 123 123 123 123 123 123 123 123 123 123 152 152 152
42 48 0 3 6 9 12 15 18 24 30 36 42 48 0 3 6 9 12 15 18 24 30 36 42 48 0 3 6 9 12 15 18 24 30 36 42 48 0 3 6 9 12 15 18 24 30 36 42 48 0 3 6
11.00
11.00
11.60
11.50
10.70
10.50
10.30
10.30
10.10
10.10
10.10
10.00
10.00
10.00
12.20
12.10
11.80
11.80
11.10
11.00
10.70
10.20
10.10
10.10
10.10
10.10
14.70
14.60
14.60
14.60
11.90
11.40
11.20
10.90
10.80
10.80
10.80
10.80
17.30
17.40
17.40
14.90
12.10
11.50
11.30
11.00
10.90
10.80
10.80
10.80
21.40
21.20
20.10
6.20
6.21
6.54
6.48
6.36
6.32
6.29
6.27
6.24
6.25
6.32
6.29
6.27
6.22
6.60
6.66
6.68
6.66
6.54
6.49
6.44
6.29
6.31
6.26
6.29
6.26
6.96
6.95
6.99
6.97
6.62
6.86
6.43
6.34
6.32
6.32
6.31
6.32
6.78
6.85
6.93
6.88
6.48
6.35
6.25
6.15
6.15
6.15
6.12
6.07
6.84
6.90
6.87
8.40
8.30
10.40
10.30
9.80
9.60
9.50
9.40
9.20
9.00
9.00
9.00
8.90
8.80
10.80
10.60
10.60
10.60
10.50
10.30
10.20
9.20
9.00
8.90
8.90
8.80
10.00
10.00
10.00
10.00
9.80
9.40
8.80
8.20
8.10
7.90
7.80
\_ 7.60
9.70
9.70
9.00
9.20
9.40
8.60
8.10
7.90
7.7 7.40
7.30
7.20
8.90
8.90
9.20
Appendix F Measurement Data of Water Quality at Avon Reservoir
11/30/89
12/6/89
152 152 152 152 152 152 152 152 153 153 153 153 153 153 153 153 153 153 153 153 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159
9 12 15 18 24 30 36 42
40.00
40.90
41.90
43.10
44.10
45.00
45.80
47.00
48.10
49.00
49.60
50.30
0.00
1.10
2.10
3.00
4.00
5.00
6.00
7.10
8.10
8.90
10.00
11.10
12.00
13.10
14.00
15.00
16.30
17.10
18.20
19.00
20.00
20.90
22.00
23.10
24.00
25.00
26.00
27.10
28.00
29.00
30.10
31.00
32.00
16.20
13.30
11.80
11.40
11.10
11.00
10.90
10.90
10.96
10.91
10.94
10.90
10.89
10.92
10.92
10.92
10.92
10.88
10.91
10.90
21.83
21.83
21.81
21.81
21.80
21.42
20.13
17.69
16.67
15.88
14.64
13.39
12.56
12.09
11.82
11.63
11.49
11.38
11.34
11.31
11.26
11.23
11.20
11.17
11.15
11.14
11.10
11.11
11.10
11.09
11.06
11.07
11.06
6.81
6.59
6.19
6.03
3.01
6.06
6.03
6.02
7.30
7.35
7.42
7.42
7.41
7.42
7.41
7.59
7.45
7.40
7.30
7.16
6.95
6.97
6.98
7.04
7.05
6.99
7.00
7.02
6.99
6.87
6.74
6.40
6.06
5.98
5.92
5.86
5.85
5.81
5.80
5.77
5.75
5.78
5.76
5.77
5.73
5.73
5.73
5.69
5.70
5.65
5.70
5.70
5.68
10.00
9.70
8.20
7.60
7.30
7.30
7.10
6.90
7.00
7.00
7.00
7.00
7.00
7.00
7.00
6.80
6.90
6.90
6.80
6.80
7.70
7.70
7.70
7.70
7.70
7.80
8.20
9.00
9.10
9.10
9.30
9.10
8.30
7.90
7.70
7.50
7.30
7.30
7.20
7.00
7.00
7.10
7.10
7.20
7.20
7.20
7.20
7.20
7.10
7.20
7.20
7.10
7.10
Appendix F Measurement Data of Water Quality at Avon Reservoir
12/17/89
159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170
33.00
34.10
35.10
36.00
37.00
38.00
39.00
40.00
41.00
42.00
43.00
44.10
44.10
45.00
45.00
46.00
47.00
48.00
49.00
50.00
51.10
55.30
0.20
1.00
1.90
3.10
4.10
5.00
6.10
6.90
7.90
9.00
10.00
11.10
11.90
13.10
14.10
15.10
16.00
17.00
18.00
19.10
20.10
21.00
22.00
22.90
24.00
25.00
25.90
27.00
28.00
29.00
29.90
11.03
11.04
11.01
11.00
10.99
11.01
11.00
10.99
10.98
10.98
10.95
10.95
10.95
10.97
10.93
10.97
10.96
10.96
10.96
10.94
10.94
10.96
22.30
22.20
22.15
22.11
22.07
22.07
22.06
22.04
22.02
20.21
18.07
16.28
14.97
13.60
12.54
12.21
11.92
11.69
11.55
11.47
11.40
11.32
11.31
11.25
11.24
11.21
11.20
11.18
11.17
11.16
11.14
5.68
5.64
5.65
5.65
5.63
5.63
5.59
5.61
5.59
5.59
5.62
5.63
5.61
5.62
5.60
5.55
5.57
5.60
5.64
5.60
5.62
5.68
6.90
7.64
7.65
7.55
7.40
7.24
7.17
7.07
6.98
6.88
6.78
6.63
6.39
6.12
5.97
5.95
5.87
5.82
5.81
5.75
5.74
5.79
5.76
5.75
5.73
5.75
5.73
5.74
5.71
5.71
5.74
7.00
6.90
6.90
7.00
6.90
7.00
6.90
6.90
6.80
6.80
7.00
6.90
6.90
6.90
6.80
6.90
6.90
6.90
6.90
6.80
6.80
6.60
8.20
8.20
8.20
8.20
8.20
8.20
8.20
8.20
8.20
9.00
9.50
9.70
9.70
9.20
8.80
8.50
8.10
7.80
7.70
7.60
7.60
7.60
7.50
7.40
u_ 7J0
7.70
7.70
7.50
7.30
7.60
7.60
Appendix F Measurement Data of Water Quality at Avon Reservoir
12/29/89
170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182
31.00
32.00
33.10
34.10
35.00
35.00
35.90
37.10
38.10
39.00
40.00
41.00
41.90
43.10
44.10
45.20
45.50
46.20
47.30
48.20
49.20
50.10
51.00
52.00
52.50
53.50
54.40
0.00
1.00
2.00
3.00j
4.00
5.00
6.00
7.00
8.10
9.10
10.00
11.00
12.10
13.00
14.00
15.00
16.00
17.00
18.00
19.00
20.00
21.00
22.00
23.00
24.00
25.00
11.11
11.10
11.11
11.10
11.09
11.06
11.08
11.05
11.07
11.04
11.03
11.04
11.03
10.99
11.02
11.02
11.00
10.98
10.98
10.99
10.97
10.99
10.99
10.98
10.96
10.98
10.97
22.21
22.19
22.17
22.14
22.15
22.12
22.11
22.10
20.58
18.87
17.66
16.67
15.32
14.53
13.61
12.53
12.13
11.81
11.67
11.54
11.41
11.38
11.31
11.31
11.24
11.22
5.74
5.72
5.72
5.68
5.69
5.72
5.69
5.71
5.65
5.62
5.67
5.58
5.63
5.62
5.64
5.61
5.66
5.62
5.64
5.61
5.65
5.61
5.60
5.64
5.63
5.64
5.66
4.90
6.72
6.88
6.98
7.02
7.08
7.09
7.09
7.04
7.02
7.10
7.04
6.86
6.71
6.42
6.19
6.04
5.94
5.84
5.84
5.83
5.79
5.81
5.80
5.76
5.77
7.70
7.60
7.60
7.60
7.50
7.60
7.30
7.50
7.30
7.30
7.20
7.00
7.10
7.20
7.20
7.10
7.10
7.00
6.90
6.90
6.90
6.80
6.70
6.60
6.60
6.60
6.60
8.00
8.00
8.00
8.10
8.10
8.00
8.00
8.10
8.90
9.40
9.60
9.70
9.80
9.70
9.30
8.70
8.10
7.70
7.10
7.20
7.10
7.00
7.10
7.10
7.00
7.00
Appendix F Measurement Data of Water Quality at Avon Reservoir
1/5/90
182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189
26.00
27.00
28.00
29.00
30.00
31.00
32.10
33.00
34.00
35.00
36.00
36.90
38.00
39.00
39.90
41.00
42.00
43.00
44.00
45.00
46.00
47.00
48.00
48.90
50.00
51.00
52.00
0.10
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
10.00
11.00
12.00
12.90
14.00
15.00
16.00
17.00
18.00
19.00
20.00
21.00
22.00
23.00
24.00
25.00
11.21
11.20
11.19
11.15
11.16
11.12
11.14
11.10
11.11
11.08
11.09
11.09
11.09
11.07
11.04
11.03
11.05
11.01
11.04
11.02
11.02
11.02
11.01
11.01
11.01
10.98
11.01
23.67
23.64
23.65
23.65
23.65
23.64
23.64
23.63
22.00
19.25
17.61
16.13
14.90
13.92
13.06
12.64
12.09
11.80
11.65
11.55
11.46
11.39
11.35
11.32
11.26
11.25
5.78
5.76
5.75
5.72
5.72
5.75
5.74
5.74
5.75
5.73
5.73
5.72
5.75
5.73
5.70
5.72
5.68
5.67
5.70
5.70
5.65
5.69
5.70
5.66
5.65
5.63
5.66
5.40
7.23
7.50
7.62
7.65
7.69
7.70
7.68
7.73
7.69
7.65
7.50
7.26
7.06
6.79
6.60
6.49
6.40
6.34
6.33
6.28
6.28
6.25
6.25
6.22
6.23
7.10
7.00
7.10
7.10
7.10
7.10
7.10
7.20
7.10
7.20
7.10
7.00
6.90
6.90
6.80
6.80
6.80
6.80
6.70
6.70
6.70
6.70
6.70
6.40
6.40
6.30
6.40
7.70
7.80
7.80
7.70
7.80
7.80
7.80
7.80
8.20
9.40
9.60
9.70
9.70
9.50
8.90
8.40
7.70
7.50
7.20
7.10
6.80
6.80
6.80
6.90
6.90
6.80
Appendix F Measurement Data of Water Quality at Avon Reservoi.
1/10/90
1/18/90
1/23/89
189 189 185 189 189 185 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 194 194 194 194 194 194 194 194 194 194 194 202 202 202 202 202 202 202 202 202 202 202 207 207 207 207
26.0C
27.0C
28.0C
29.0C
30.0C
31.0C
31.90
33.00
34.00
35.00
36.00
37.00
38.00
39.00
40.00
41.00
42.00
43.00
44.00
45.00
46.00
47.00
48.00
49.00
50.00
51.00
51.90
0 3 6 9 12 15 18 24 30 36 42 0 3 6 9 12 15 18 24 30 36 42
0.00
1.00
2.00
3.00
• 11.22
11.21
11.18
11.18
11.17
11.16
11.14
11.11
11.12
11.11
11.10
11.09
11.06
11.07
11.04
11.04
11.01
11.03
11.02
11.02
11.01
11.00
10.98
11.00
11.00
11.00
10.99
23.10
23.10
23.10
23.10
17.00
13.90
12.30
11.50
11.40
11.30
11.30
22.90
22.70
22.60
18.30
15.40
12.70
11.70
11.30
11.20
11.10
11.00
22.69
22.64
22.62
22.61
6.22
6.2C
6.22
6.15
6.15
6.15
6.15
6.19
6.17
6.15
6.16
6.16
6.17
6.17
6.16
6.16
6.16
6.11
6.12
6.12
6.12
6.13
6.13
6.12
6.11
6.08
6.10
7.22
7.29
7.28
7.30
7.00
6.38
6.21
6.21
6.24
6.23
6.21
7.04
7.12
7.12
6.89
6.80
6.42
6.41
6.31
6.35
6.35
6.28
4.95
6.68
6.73
6.76
6.90
» 7.00
6.90
7.00
6.90
7.00
6.90
7.00
6.90
6.90
6.70
6.70
6.70
6.80
6.80
6.60
6.60
6.60
6.50
6.50
6.40
6.40
6.30
6.30
6.20
6.10
6.10
8.60
8.60
8.60
8.50
10.70
9.30
7.50
7.50
7.60
7.70
7.40
8.50
8.50
8.50
10.10
10.00
8.20
6.70
6.30
6.40
6.30
6.10
7.90
7.90
7.90
7.90
Appendix F Measurement Data of Water Quality at Avon Reservoir
2/8/90
207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 223 223 223
4.00
5.00
6.00
7.00
8.00
9.00
10.00
11.10
12.00
13.00
14.00
15.10
16.00
17.00
18.10
19.00
20.10
21.00
22.00
23.00
24.00
25.00
26.00
27.00
28.00
29.10
30.00
31.00
32.10
33.00
34.00
35.00
36.00
37.10
38.00
39.00
40.00
41.00
42.00
43.00
44.00
45.00
46.00
47.00
48.00
49.00
50.00
51.10
52.00
53.00
0.00
3.00
6.00
22.59
22.58
22.56
21.85
18.97
17.47
16.23
15.12
14.22
13.35
12.56
12.08
11.81
11.59
11.45
11.39
11.30
11.26
11.25
11.21
11.17
11.16
11.15
11.13
11.12
11.11
11.06
11.09
11.08
11.08
11.06
11.01
11.04
10.99
11.02
11.00
10.95
10.95
10.96
10.96
10.95
10.94
10.93
10.93
10.93
10.89
10.89
10.91
10.92
10.91
21.90
21.50
21.90
6.75
6.77
6.72
6.45
6.18
6.16
6.12
5.98
5.76
5.56
5.43
5.34
5.29
5.25
5.21
5.21
5.18
5.17
5.21
5.20
5.18
5.15
5.17
5.17
5.14
5.15
5.18
5.14
5.13
5.15
5.12
5.11
5.14
5.15
5.13
5.11
5.09
5.10
5.20
5.31
5.30
5.32
5.33
5.34
5.34
5.33
5.33
5.33
5.33
5.31
6.84
6.79
6.95
7.90
7.90
7.90
8.10
9.10
9.30
9.50
9.50
9.20
8.70
8.10
7.80
7.10
6.90
6.80
6.60
6.50
6.60
6.70
6.60
6.60
6.60
6.60
6.60
6.60
6.70
6.60
6.70
6.70
6.70
6.70
6.70
6.60
6.70
6.60
6.40
6.40
6.30
6.40
6.30
6.20
6.20
6.30
6.10
6.10
6.10
6.00
5.90
5.80
5.80
10.60
10.60
10.70
Appendix F Measurement Data of Water Quality at Avon Reservoir
2/12/90
223 223 223 223 223 223 223 223 223 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 227
9.00
12.00
15.00
18.00
24.00
30.00
36.00
42.00
48.00
0.00
1.00
2.10
3.00
4.00
5.00
6.00
7.10
8.00
9.00
10.00
11.10
12.00
13.10
14.00
15.00
16.00
17.10
18.00
19.00
20.00
21.00
22.00
23.10
24.00
25.00
26.00
27.10
28.00
29.10
30.00
31.00
32.10
33.00
34.00
35.00
36.00
37.00
38.10
39.10
40.10
41.00
42.00
43.00
20.50
17.20
14.60
12.90
11.40
11.20
11.20
11.10
11.00
21.60
21.60
21.60
21.60
21.58
21.59
21.59
21.42
20.65
19.26
18.22
17.28
16.66
16.03
15.14
13.82
12.77
12.26
11.93
11.65
11.51
11.38
11.36
11.30
11.22
11.18
11.16
11.16
11.10
11.11
11.10
11.09
11.08
11.07
11.07
11.05
11.04
11.03
10.98
10.97
10.96
10.99
10.97
10.95
6.31
6.40
6.32
5.95
5.88
5.91
5.90
5.91
5.92
4.99
6.38
6.41
6.43
6.44
6.44
6.46
6.33
5.81
5.71
5.70
5.74
5.85
5.88
5.90
5.71
5.56
5.50
5.42
5.40
5.38
5.38
5.37
5.36
5.33
5.33
5.31
5.34
5.32
5.32
5.29
5.33
5.29
5.30
5.32
5.29
5.29
5.28
5.28
5.28
5.26
5.26
5.24
5.23
10.50
11.20
11.60
10.40
8.60
8.20
8.10
8.10
7.60
8.10
8.20
8.10
8.20
8.20
8.20
8.10
8.00
7.70
7.90
8.10
8.40
8.90
9.10
9.20
8.50
7.90
7.50
7.10
6.80
6.60
6.50
6.40
6.50
6.20
6.40
6.40
6.30
6.40
6.30
6.30
6.40
6.40
6.30
6.30
6.40
6.60
6.50
6.50
6.60
6.30
6.40
6.20
6.00
Appendix F Measurement Data of Water Quality at Avon Reservoir
2/15/90
3/1/90
227 227 227 227 227 227 227 227 227 227 227 227 227 227 227 230 230 230 230 230 230 230 230 230 230 230 230 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244
44.00
45.00
46.00
47.00
48.00
49.00
50.10
51.10
52.00
53.10
54.00
55.10
56.00
57.00
58.00
0.00
3.00
6.00
9.00
12.00
15.00
18.00
24.00
30.00
36.00
42.00
48.00
1.00
2.10
3.00
4.00
4.00
5.00
6.10
7.10
8.00
9.00
10.00
11.00
12.00
13.00
14.00
15.00
16.10
17.00
18.10
19.10
20.10
21.00
22.00
23.10
24.00
25.00
10.94
10.89
10.89
10.92
10.88
10.91
10.90
10.90
10.86
10.89
10.89
10.89
10.89
10.89
10.89
22.30
22.10
21.70
20.60
16.90
15.30
13.10
11.40
11.20
11.10
11.10
11.00
24.87
24.39
24.30
24.13
24.13
24.01
22.82
21.12
20.61
20.11
19.44
18.98
18.29
17.71
17.03
16.13
15.15
14.23
13.36
12.37
12.05
11.80
11.64
11.55
11.48
11.48
5.23
5.26
5.24
5.22
5.21
5.19
5.20
5.20
5.25
5.23
5.19
5.22
5.22
5.16
5.46
6.86
7.00
6.85
6.21
6.61
6.31
6.03
5.89
5.96
5.96
5.97
5.95
7.41
7.64
7.72
7.69
7.69
7.61
7.42
6.68
6.47
6.31
6.25
6.28
6.26
6.28
6.32
6.39
6.37
6.32
6.21
6.12
6.10
6.08
6.06
6.04
6.05
6.02
6.00
6.00
6.00
6.00
6.00
5.80
5.80
5.70
5.70
5.60
5.50
5.40
5.40
5.30
5.20
9.00
9.10
9.20
8.70
9.50
9.70
8.30
7.20
7.00
7.40
6.90
6.60
8.20
8.30
8.30
8.30
8.30
8.30
8.50
8.10
7.90
7.60
7.60
7.50
7.70
8.00
8.30
8.70
8.70
8.60
7.70
6.70
6.50
6.30
6.40
6.30
6.20
6.30
Appendix F Measurement Data of Water Quality at Avon Reservoir F-ll
3/8/90
3/12/90
244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 251 251 251 251 251 251 251 251 251 251 251 251 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255
26.00
27.00
28.00
29.00
30.00
31.00
32.00
33.00
34.00
35.00
36.00
37.00
38.00
39.00
40.10
41.00
42.10
43.00
44.00
45.00
46.00
47.00
48.00
49.10
0.00
3.00
6.00
9.00
12.00
15.00
18.00
24.00
30.00
36.00
42.00
48.00
0.40
1.00
2.00
3.00
4.00
5.00
6.00
7.10
8.00
9.00
10.00
11.00
12.00
13.00
14.10
15.10
11.45
11.42
11.38
11.39
11.37
11.34
11.33
11.34
11.32
11.30
11.29
11.25
11.26
11.24
11.19
11.18
11.17
11.17
11.18
11.15
11.15
11.15
11.14
11.14
23.20
23.30
23.20
23.20
19.40
16.80
13.40
11.50
11.30
11.20
11.10
11.00
23.12
23.11
23.16
23.15
23.13
23.14
23.14
23.14
23.13
23.09
20.74
19.65
19.23
18.64
17.51
17.04
15.10 17.04
6.06
6.04
6.00
6.04
6.62
6.60
6.56
6.57
6.49
6.52
6.48
6.50
6.51
6.49
6.52
6.55
6.64
6.73
6.70
6.68
6.72
6.72
6.69
6.71
6.63
6.96
6.74
6.78
6.24
6.33
6.19
6.52
6.74
6.06
6.07
6.54
5.97
6.77
6.89
7.72
7.78
7.94
8.19
8.48
8.39
8.31
7.65
7.51
7.36
7.22
7.20
7.18
7.18
6.30
6.30
6.30
6.30
6.30
6.30
6.20
6.20
6.30
6.30
6.30
6.20
6.20
5.90
6.00
6.00
5.80
5.80
5.70
5.60
5.30
5.20
5.30
5.30
8.60
8.70
8.60
8.60
7.60
8.50
7.60
6.30
6.30
6.00
6.00
5.50
6.90
7.00
6.90
7.00
7.00
7.00
7.00
7.00
7.00
7.00
6.40
6.20
6.00
6.10
6.50
6.80
6.80
Appendix F Measurement Data of Water Quality at Avon Reservoir
4/6/90
255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280
16.00
17.00
18.00
19.00
20.00
21.00
22.00
23.00
24.10
25.00
26.00
27.10
28.00
29.00
30.00
31.00
32.00
33.00
34.10
35.00
36.00
37.00
38.00
39.10
40.00
41.00
42.00
42.90
44.00
45.00
46.10
47.10
48.10
49.00
50.00
0.00
1.00
2.00
3.00
4.10
5.00
6.10
7.00
8.10
9.00
10.10
10.10
11.00
12.00
13.00
14.00
15.00
16.10
16.22
15.25
13.83
12.90
12.37
12.04
11.90
11.79
11.61
11.58
11.53
11.50
11.45
11.43
11.42
11.42
11.40
11.36
11.33
11.34
11.33
11.31
11.29
11.27
11.24
11.25
11.24
11.24
11.21
11.23
11.23
11.22
11.20
11.22
11.22
20.90
20.86
20.87
20.86
20.84
20.85
20.84
20.27
19.85
19.58
19.31
19.31
19.16
18.94
18.82
18.64
18.25
17.86
7.20
7.15
7.05
6.98
6.88
6.88
6.85
6.83
6.84
6.84
6.83
6.83
6.81
6.82
6.81
6.81
6.80
6.79
6.74
6.74
6.77
6.73
6.71
6.69
6.69
6.69
6.70
6.71
6.72
6.76
6.75
6.76
6.76
6.74
6.74
7.57
8.10
8.26
8.42
8.50
8.37
8.20
7.53
7.37
7.22
7.11
7.11
7.05
7.02
6.84
6.76
6.75
6.75
7.20
7.30
6.80
6.60
5.80
5.70
5.60
5.50
5.50
5.50
5.40
5.50
5.40
5.40
5.40
5.30
5.30
5.40
5.20
5.20
5.20
5.10
5.00
4.90
4.90
4.80
4.50
4.40
4.30
4.30
4.30
4.30
4.20
4.20
4.10
7.80
7.90
7.90
7.90
7.90
7.90
7.80
6.10
5.70
5.00
4.80
4.80
4.80
5.00
5.00
5.10
5.20
5.60
Appendix F Measurement Data of Water Quality at Avon Reservoir F-13
4/9/90
5/17/90
280 280 280 280 280 280 280 280 280 280 280 280 280 280
280 280 280 280 280 280
280 280 280 280 280 280 280 280 280 280
280 280 280 280 280 280
280 283 283 283 283
283
283 283 283
283 283 283
283 321
321 321
321
17.10
18.00
19.00
20.00
21.00
22.10
23.10
24.00
25.10
26.10
27.00
28.10
29.00
30.00
31.00
32.00
33.00
34.00
35.00
36.00
37.00
38.00
39.10
40.00
41.00
42.00
42.90
44.00
45.00
46.10
47.00
48.00
49.00
50.10
51.00
52.00
53.00
0.00
3.00
6.00
9.00
12.00
15.00
18.00
24.00
30.00
36.00
42.00
48.00
0.00
1.00
2.10
4.00
17.24
16.33
15.49
14.17
12.94
12.19
11.93
11.78
11.69
11.61
11.60
11.58
11.53
11.55
11.52
11.51
11.48
11.49
11.48
11.47
11.44
11.44
11.41
11.41
11.38
11.38
11.35
11.33
11.32
11.30
11.28
11.29
11.28
11.28
11.27
11.27
11.26
20.70
20.70
20.10
19.40
19.00
18.50
17.50
12.30
11.50
11.40
11.30
11.30
16.83
16.79
16.71
16.74
6.72
6.72
6.69
6.58
6.49
6.39
6.37
6.50
6.55
6.57
6.56
6.58
6.56
6.55
6.55
6.53
6.52
6.56
6.56
6.56
6.53
6.57
6.51
6.54
6.51
6.52
6.47
6.49
6.47
6.48
6.51
6.53
6.52
6.53
6.54
6.55
6.56
6.71
6.71
6.05
5.91
5.93
5.97
5.91
5.78
5.82
5.86
5.88
5.88
4.68
4.94
5.24
5.37
6.10
6.80
7.00
7.00
6.60
5.90
5.50
5.40
5.40
5.50
5.50
5.50
5.50
5.40
5.30
5.30
5.30
5.30
5.20
5.40
5.40
5.50
5.40
5.40
5.30
5.10
5.00
5.00
4.80
4.80
4.30
4.20
4.30
4.30
4.30
4.20
4.20
8.70
8.70
6.50
5.40
5.10
5.20
6.00
5.70
5.10
5.00
5.00
4.60
Appendix F Measurement Data of Water Quality at Avon Reservoir
6/7/90
321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 321 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342
6.10
8.10
10.00
12.10
14.00
16.00
18.00
20.00
22.00
24.10
26.10
28.10
30.00
32.10
34.10
36.00
38.00
40.20
42.00
44.00
46.00
48.00
50.10
52.10
54.00
0.50
0.80
2.00
2.90
4.00
5.00
6.00
7.00
8.00
9.00
10.00
11.10
12.00
13.00
14.00
15.00
15.90
17.00
18.00
19.00
20.00
21.00
22.00
23.00
24.00
25.00
26.10
27.00
16.68
16.69
16.73
16.73
16.73
16.67
15.53
13.17
12.10
11.66
11.49
11.45
11.41
11.33
11.32
11.29
11.31
11.27
11.21
11.22
11.20
11.19
11.18
11.17
11.17
14.85
14.86
14.83
14.81
14.79
14.80
14.77
14.71
14.76
14.76
14.71
14.71
14.76
14.76
14.71
14.75
14.75
14.67
14.71
14.65
14.69
14.61
13.94
12.92
12.31
11.83
11.68
11.58
5.39
5.43
5.43
5.47
5.36
5.42
5.20
5.09
5.03
5.14
5.10
5.13
5.09
5.07
5.14
5.15
5.11
5.10
5.11
5.12
5.07
5.10
5.08
5.12
5.09
3.77
3.77
4.57
4.76
4.96
5.09
5.13
5.17
5.19
5.24
5.26
5.29
5.32
5.29
5.29
5.31
5.39
5.34
5.28
5.28
5.31
5.19
5.06
5.04
5.01
5.01
5.01
4.97
7.20
7.20
7.10
7.10
7.10
7.10
7.10
7.10
7.10
7.10
7.10
7.10
7.00
7.00
7.10
7.00
7.00
7.00
6.80
6.80
6.80
6.20
4.50
4.20
3.90
4.00
4.20
4.30
Appendix F Measurement Data of Water Quality at Avon Reservoir
342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342
28.00
29.00
30.00
31.00
31.90
32.90
34.00
34.90
35.90
36.90
38.00
39.00
39.90
41.00
42.00
43.00
44.00
45.00
46.00
47.10
48.00
49.00
50.00
50.90
52.00
53.00
54.00
11.56
11.52
11.49
11.48
11.46
11.44
11.43
11.42
11.40
11.39
11.38
11.36
11.35
11.34
11.33
11.31
11.30
11.28
11.27
11.20
11.21
11.24
11.23
11.23
11.22
11.20
11.21
5.03
4.98
5.05
5.00
5.07
5.05
5.05
5.03
5.07
5.09
5.04
5.09
5.07
5.06
5.04
5.04
5.06
5.04
5.03
5.00
5.06
5.07
5.09
5.06
5.08
5.03
5.08
4.20
4.20
4.20
4.20
4.30
4.30
4.40
4.30
4.20
4.40
4.20
4.20
4.10
4.10
4.10
4.00
4.00
3.90
3.90
3.80
3.80
3.70
3.60
3.60
3.50
3.10
3.20
DAV6
Table F-2 Measurement data for water temperature, pH and dissolved oxygen at DAV6
Date(m/d/y)
7/21/89
8/21/89
Julian Date
21 21 21 21 21 21 21 21 21 21 52 52 52 52 52 52 52
Depth (m)
0 3 6 9 12 15 18 24 30 36 0 3 6 9 12
15 18
Temperature(°C)
11.4
11.3
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
12.1
11.5
11.2
11.1
11 11 11
DO (mg/L)
10.7
9.6 9.4 9.3 9.3 9.2 9.3 9.2 9.2 7.8 9.5 9.3 8.8 8.5 8.3 8.2 8.3
pH 6.58
6.39
6.37
6.35
6.4 6.36
6.73
6.3 6.21
6.3 6.34
6.34
6.36
6.29
6.26
6.28
6.28
Appendix F Measurement Data of Water Quality at Avon Reservoir
9/12/89
10/11/89
12/1/89
12/6/89
52 52 52 74 74 74 74 74 74 74 74 74 74 103 103 103 103 103 103 103 103 103 154 154 154 154 154 154 154 154 154 154 154 154 154 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159
24 30 36 0 3 6 9 12 15 18 24 30 36 0 3 6 9 12 15 18 24 30 0.1 3
5.8 9 12 15
18.1
21.1
24.3
27.4
30.5
33.4
33.5
0 1 2 3
4.1 5 6 7 8 9
10.1
11 12 13 14
15.1
10.9
10.8
10.8
12 12
11.7
11.2
10.8
10.6
10.2
10.2
10.1
10.1
15.1
15 14.8
14.6
12.9
11.3
11.1
10.9
10.9
23.27
21.8
20.51
16.79
13.61
11.81
11.27
11.23
11.13
11.11
11.06
11.01
11.05
21.32
21.33
21.31
21.26
21.26
21.24
20.02
17.71
16.74
16.02
14.82
13.86
12.85
12.26
11.92
11.68
8.4 8.4 7.9 10.5
10.4
10.4
10.3
10.2
10.1
9.9 9.7 9.6 9.5 10.1
10.1
10.1
10.1
10.2
9 8.7 8.3 8.2 7.7 7.9 8.1 8.7 8.1 7.2 6.6 6.5 6.3 6.3 6.2 6.1 6.2 7.9 7.9 7.9 7.9 7.9 7.9 8.3 8.8 8.9 8.8 8.7 8.4 7.9 7.4 7.2 6.9
6.2 6.27
6.26
6.82
6.85
6.79
6.68
6.66
6.57
6.52
6.53
6.55
6.53
6.94
6.96
6.99
6.9 6.71
6.37
6.29
6.88
6.27
6.7 7.46
7.58
7.09
6.29
6.04
5.93
5.85
5.84
5.8 5.8
5.75
5.74
7.06
7.14
7.14
7.14
7.13
7.08
7.09
6.96
6.87
6.7 6.34
6.24
6.08
5.95
5.88
5.82
Appendix F Measurement Data of Water Quality at Avon Reservoir
12/17/89
159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170
16.1
16.9
18 19.1
20 21 22 23 24 25 26 27
28.1
28.9
29.1
30 31 32 0 1 2 3
3.9 5 6
7.1 8 9 10 11 12
13.1
14 15 16 17
17.9
18.9
20 21 22
22.9
24 25 26
27.1
28.1
29.1
30 31 32
11.6
11.48
11.43
11.35
11.29
11.23
11.24
11.24
11.19
11.18
11.14
11.13
11.15
11.12
11.12
11.14
11.14
11.11
22.13
22.06
21.88
21.83
21.82
21.81
21.74
21.7
19.67
17.36
16.13
15.04
14.33
13.34
12.78
12.23
12.05
11.71
11.66
11.57
11.53
11.37
11.35
11.31
11.29
11.27
11.19
11.22
11.22
11.22
11.21
11.21
11.2
6.8 6.6 6.6 6.4 6.4 6.3 6.3 6.3 6.2 6.1 6.2 6.1 6.1 6.1 6.1 6.1 6.1 6.1 7.9 7.9 7.9 7.9 7.9 7.9 7.9 7.9 8.4 8.8 9
8.8 8.6 8.4 7.5 7.2 6.8 6.6 6.5 6.5 6.3 6.2 6.1 6.1 6 6
5.9 6
5.9 5.9 5.9 5.9 5.9
5.82
5.79
5.78
5.78
5.71
5.75
5.71
5.72
5.67
5.67
5.67
5.64
5.67
5.64
5.63
5.64
5.63
5.65
6.14
7.37
7.69
7.72
7.73
7.73
7.72
7.64
7.34
7.25
7.16
6.83
6.75
6.55
6.45
6.3 6.29
6.23
6.18
6.28
6.17
6.2 6.22
6.21
6.13
6.17
6.07
6.14
6.1 6.09
6.08
6.11
6.07
Appendix F Measurement Data of Water Quality at Avon Reservoir
12/29/89
1/5/90
170
170 170 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 189 189 189 189 189 189 189 189 189 189 189 189
33.1
34.1
35.1
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 0 1 2 3 4 5 6 7 8 9
10.1
11
11.19
11.2
11.17
22.25
22.23
22.12
22.1
22.08
22.06
22.05
22.03
21.43
18.93
17.38
16.36
15.27
14.15
13.33
12.28
12.08
11.94
11.58
11.4
11.38
11.33
11.33
11.32
11.32
11.3
11.25
11.24
11.2
11.19
11.22
11.19
11.22
11.22
11.21
11.17
23.46
23.43
23.43
23.39
23.38
23.33
23.08
22.04
20.72
18.55
16.81
15.88
5.9 5.9 5.9 7.9 7.9 7.9 7.9 7.9 7.9 7.9 7.8 8
7.5 7.7 8.5 8.5 8.3 7.9 7.4 7
6.8 6.4 6
5.9 5.8 5.8 5.8 5.8 5.8 5.7 5.7 5.6 5.7 5.6 5.6 5.6 5.6 5.6 5.5 7.6 7.7 7.7 7.7 7.7 7.7 7.7 8
8.1 8.2 8.1 8.2
6.02
5.94
5.94
4.91
6.74
6.81
6.88
6.91
6.95
6.94
6.93
6.86
6.21
6.1 6.23
6.2 6.09
5.96
5.85
5.82
5.79
5.74
5.7 5.7
5.74
5.69
5.71
5.7 5.67
5.66
5.65
5.67
5.66
5.64
5.63
5.64
5.68
5.63
5.62
6.01
7.19
7.42
7.51
7.53
7.54
7.52
7.48
7.23
6.9 6.75
6.7
Appendix F Measurement Data of Water Quality at Avon Reservoir F-19
1/10/90
1/23/90
189
189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 194 194 194 194 194 194 194 194 194 194 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107
12
13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 0 3 6 9 12 15 18 24 30 36 0
1.1 2 3
4.1 5 6 7 8 9
10.1
11 12 13 14 15
16.1
14.74
13.93
13.3
12.7
12.45
11.82
11.72
11.42
11.39
11.36
11.32
11.32
11.28
11.25
11.25
11.24
11.25
11.22
11.24
11.24
11.24
11.25
11.24
11.21
22.7
22.6
22.5
21.2
16.6
14 12.2
11.6
11.5
11.5
22.2
22.16
22.12
22.09
20.15
18.65
17.36
16.68
15.7
14.98
14.16
13.09
12.38
11.89
11.77
11.61
11.48
8 7.7 7.2 7
6.8 6.3 6.2 5.8 5.7 5.6 5.5 5.5 5.4 5.4 5.4 5.3 5.3 5.3 5.4 5.4 5.3 5.4 5.4 5.4 8.7 8.7 8.6 8.9 9.2 8.7 7.4 6.3 5.9 5.8 8.2 8.2 8.2 8.1 7.8 7.4 7.2 7.5 7.3 7.6 7.6 7.4 6.7 6.3 6
5.8 5.6
6.61
6.54
6.46
6.39
6.37
6.3 6.3 6.24
6.21
6.2 6.17
6.17
6.14
6.16
6.13
6.12
6.14
6.1 6.1 6.08
6.1 6.08
6.1 6.07
7.28
7.32
7.31
6.86
6.72
6.27
6.12
6.03
6.03
6.03
7.21
7.17
7.13
7.05
6.53
6.04
5.87
5.84
5.77
5.75
5.73
5.67
5.54
5.47
5.48
5.44
5.43
Appendix F Measurement Data of Water Quality at Avon Reservoir F-20
2/8/90
2/15/90
3/1/90
107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 107 223 223 223 223 223 223 223 223 223 223 230 230 230 230 230 230 230 230 230 230 244 244 244 244 244 244 244 244 244 244 244 244
17.1
18.1
19 20 21 22 23 24 25 26 27 28 29 30
31.1
32 33
33.9
33.9
0 3 6 9 12 15 18 24 30 36 0 3 6 9 12 15 18 24 30 36 0 1.1 2.1 3
4.1 5
6.1 7 8
9.1 10 11
11.41
11.35
11.33
11.25
11.25
11.21
11.2
11.2
11.18
11.17
11.15
11.14
11.13
11.13
11.09
11.09
11.11
11.11
11.11
21.5
21.5
21.2
19.5
17.8
15.2
12.3
11.4
11.3
11.2
21.7
21.5
21 19
17.8
15.1
12.2
11.4
11.2
11.2
25.05
24.36
24.19
24.1
23.74
23.16
21.56
21.12
20.66
19.96
19.3
18.81
5.5 5.1 5.1 4.9 4.9 4.9 4.8 4.8 4.7 4.9 4.8 4.8 4.8 4.8 4.7 4.8 4.8 4.7 4.7 11.2
11.3
11.3
9.4 7.9 8.2 8.4 6.1 5.7 5.6 9
9.1 8.9 7.2 6.3 6.3 6.4 5
4.8 4.8 8
8.1 8.1 8.2 8.3 8.4 8.4 7.9 7.5 6.8 6.3 5.8
5.41
5.38
5.35
5.38
5.35
5.35
5.32
5.34
5.34
5.32
5.31
5.28
5.31
5.31
5.29
5.3 5.27
5.3 5.3 6.82
6.83
6.79
6.1 5.91
5.93
5.93
5.82
5.83
5.85
6.77
6.83
6.68
6.09
6.11
5.88
5.89
5.82
5.8 5.81
6.79
7.59
7.86
8.02
8.11
7.93
7.51
7.11
6.91
6.68
6.58
6.51
Appendix F Measurement Data of Water Quality at Avon Reservoir
3/8/90
4/6/90
244
244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 244 251 251 251 251 251 251 251 251 251 251 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280
12 13 14
15.1
16 17 18 19 20 21 22 23
24.1
25.1
26 27.1
28 29
30.1
31 32.1
33 34
34.9
36 37 0 3 6 9 12 15 18 24 30 36 0.2 1.1 2.1 3 4 5 6
7.1 8 9
10.1
11 12.1
13 14.1
18.07
17.65
16.89
15.78
14.58
13.84
13.15
12.4
12.16
11.83
11.71
11.6
11.59
11.49
11.45
11.45
11.43
11.41
11.4
11.35
11.37
11.37
11.37
11.36
11.35
11.34
22.1
22.1
22 21.8
18.8
16.5
13.6
11.5
11.3
11.3
20.79
20.6
20.57
20.53
20.53
20.51
20.47
20.3
19.6
19.5
19.41
19.22
19.07
19.02
18.85
5.4 5.1 4.9 5.5 6.2 6.3 6.2 5.7 5.2 4.7 4.5 4.4 4.2 4 4
3.9 4
3.9 3.9 3.8 3.8 3.8 3.8 3.8 3.9 3.9 8.2 8.3 8.3 8
5.7 5.7 6.3 4.2 3.9 3.6 7.9
L 8 8 8 8 8 8
7.9 6.9 6.4 6.3 6.3 5.8 5.8 5.7
6.45
6.44
6.43
6.47
6.51
6.55
6.52
6.48
6.39
6.36
6.34
6.28
6.25
6.23
6.2 6.21
6.2 6.16
6.16
6.17
6.17
6.15
6.18
6.14
6.17
6.17
6.62
6.57
6.56
6.49
6.18
5.93
5.98
5.82
5.83
5.78
7.73
9.81
11.06
10.82
10.81
8.86
8.14
7.96
7.54
7.36
7.22
7.06
6.9 6.86
6.86
Appendix F Measurement Data of Water Quality at Avon Reservoir
4/9/90
6/7/90
280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 283 283 283 283 283 283 283 283 283 283 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342 342
15.1
16.1
17.1
18.1
19 20
21.1
22 23 24 25 26
27.1
28.1
29 30 31 32 33 34 35 36
36.9
38 0 3 6 9 12 15 18 24 30 36 0.8 1 2 3 4 5 6 7
7.9 8.9 9.9 11
12.1
13 14 15 16
18.65
18.31
17.75
17.33
16.59
15.26
13.79
12.66
12.26
11.96
11.76
11.68
11.63
11.58
11.59
11.57
11.55
11.55
11.53
11.53
11.51
11.52
11.53
11.52
20.4
20.4
20.4
19.4
19.1
18.5
17.6
12.1
11.5
11.5
14.89
14.91
14.88
14.85
14.82
14.79
14.77
14.76
14.74
14.69
14.73
14.73
14.68
14.68
14.72
14.72
14.68
5.5 5.2 4.8 4.5 4.4 4.9 5.2 5.1 4.7 4.3 3.6 3.4 3.2 3.2 3.1 3.1 3 3 3
2.9 2.9 2.9 2.9 2.9 8.8 8.8 8.8 7.2 7
6.4 4.6 4.6 3
2.8 7.3 7.3 7.3 7.3 7.3 7.3 7.3 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.1
6.79
6.76
6.73
6.7 6.69
6.75
6.71
6.73
6.71
6.68
6.63
6.61
6.62
6.58
6.58
6.59
6.55
6.56
6.55
6.55
6.55
6.62
6.67
6.67
6.66
6.68
6.69
6.14
6.06
5.97
5.81
6.65
5.92
5.85
3.79
4.54
4.93
4.96
5.15
5.1 5.19
5.24
5.31
5.26
5.3 5.33
5.31
5.34
5.31
5.34
5.34
Appendix F Measurement Data of Water Quality at Avon Reservoir
342
342
342
342
342
342 342
342
342
342
342
342
342
342
342
342
342
342
342
342
342
342
342
342
17
18
18.9
19.9
20.9
22 23
24
25
25.9
27
28
29
30
31
32.1
33
33.9
34.9
35.9
36.9
38
39
40
14.69
14.66
14.66
14.58
14.27
13.98
12.84
12.42
12.06
11.9
11.66
11.56
11.57
11.5
11.52
11.5
11.5
11.45
11.46
11.46
11.45
11.43
11.45
11.41
7
7.1
7
7
6.2
5.2
3.6
2.9
2.5
2.4
2
1.9 1.7
1.6
1.5
1.5
1.6
1.5
1.5
1.4
1.5
1.5
1.5
1.5
5.33
5.34
5.32
5.31
5.11
5.02
4.94
4.99
4.97
4.96
4.98
4.99
5.01
5
5.02
5.04
5.06
5.06
5.06
5.01
5.06
5.04
5.04
5.03
DAV12
Table F-3 Measurement data for water temperature, pH, and dissolved oxygen at
DAVl 2
Date(m/d/y)
7/21/89
8/21/89
Julian Date
21
21
21
21
21
21
21
21
21
52
52
52
52
52
52
52
52
Depth (m)
0
3
6
9
12
15
18
24
30
0
3
6
9
12
15
18
24
Temperature (°C)
11.2
11.1
11
11
11
11
11
10.9
10.9
11.9
11.5
11.4
11.1
11
10.9
10.9
10.8
DO(mg/L)
9
8.8
8.9
8.9
8.9
9.1
9.2
9.3
8.3
9.1
9.1
9.3
9.3
9.1
9.1
8.7
8.7
pH
6.38
6.4
6.39
6.43
6.42
6.44
6.46
6.46
6.45
6.33
6.33
6.33
6.35
6.33
6.33
6.33
6.34
Appendix F Measurement Data of Water Quality at Avon Reservoir F-24
9/12/89
10/11/89
12/21/89
12/29/89
52 74 74 74 74 74 74 74 74 103 103 103 103 103 103 103 103 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 182 182 182 182 182
30 0 3 6 9 12 15 18 24 0 3 6 9 12 15 18 24
-0.9
0.2 1.2 2
3.1 4.2 5.2 6.1 7.2 8.1 9.1 10.1
11.3
12.1
13.2
14.2
15.3
16.3
17.3
18.3
19.3
20.5
21.6
22.5
23.7
24.7
25.9
26.9
27.9
0 1 2 3 4
10.7
11.7
11.7
11.7
11.7
11.6
10.6
10.3
10.2
15.1
15 14.9
14.8
14.6
11.6
11.2
11 22.59
22.59
22.58
22.57
22.56
22.55
21.14
19.46
18.55
17.27
16.21
15.38
14.52
13.46
12.73
12.27
11.86
11.73
11.6
11.47
11.45
11.39
11.34
11.31
11.27
11.29
11.25
11.28
11.28
22.22
22.23
22.12
22.03
21.94
8.5 10.5
10.5
10.5
10.5
10.5
10.3
10 9.9 10 10 10 10 10 8.6 8.4 8.2 7.7 7.7 7.7 7.7 7.7 7.7 7.7 7.4 6.9
6.5 6
5.5 5.6 6.1 5.9 5.6 5.3 5.2 5.1 4.9 4.9
4.8 4.8 4.7 4.6 4.6 4.6 4.6 4.6 7.9
7.9 7.9 7.9 7.9
6.32
6.88
6.9 6.88
6.89
6.78
6.62
6.57
6.42
6.89
6.89
6.91
6.92
6.85
6.32
6.28
6.3 5.72
7.31
7.46
7.49
7.53
7.48
7.17
6.73
6.48
6.31
6.16
6.04
6.01
5.97
5.92
5.87
5.84
5.8 5.78
5.79
5.79
5.77
5.79
5.69
5.68
5.67
5.69
5.67
5.65
5.2 6.68
6.87
6.9 6.9
Appendix F Measurement Data of Water Quality at Avon Reservoir _F-25
1/5/90
1/10/90
182
182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 194
5 6 7 8 9 10 11 12 13 14 15
16.3
17 18 19 20 21 22 23 24 25 26 27
28.1
0.2 1 2 3 4 5 6 7 8 9
10.1
11 12 13 14 15 16 17 18
19.1
20 21 22 23 24 25 0
21.9
21.88
21.85
21.34
19.14
17.98
16.58
15.28
14.54
13.63
12.91
12.38
11.95
11.76
11.63
11.55
11.42
11.4
11.35
11.33
11.32
11.32
11.29
11.32
23.47
23.43
23.26
23.19
23.16
23.05
22.52
21.66
21.14
20.23
18.69
17.28
16.26
15.2
14.05
13.06
12.44
12
11.78
11.64
11.54
11.47
11.41
11.35
11.34
11.32
22.1
7.9 7.9 7.9 7.6 6.9 6.4 6
5.5 5.5 5.4 5.6 5.4 5.1 5
4.8 4.7 4.8 4.6 4.5 4.4 4.4 4.4 4.5 4.4 7.7 7.7 7.7 7.8 7.7 7.8 7.9 7.7 7.5 7.2 6.6 6
5.7 5.1 5.2 5.5 5.4 5
4.8 4.7 4.5 4.4 4.3 4.3 4.1 4
8.7
6.9 6.87
6.88
6.48
6.14
5.98
5.89
5.84
5.8 5.78
5.79
5.77
5.78
5.8 5.78
5.75
5.75
5.71
5.72
5.73
5.71
5.68
5.7 5.7 5.4
6.97
7.41
7.49
7.49
7.48
7.36
7.09
6.89
6.66
6.5 6.38
6.37
6.31
6.31
6.33
6.3 6.29
6.28
6.25
6.26
6.22
6.24
6.19
6.2 6.19
7.06
Appendix F Measurement Data of Water Quality at Avon Reservoir F-26
1/17/90
1/23/90
194
194 194 194 194 194 194 194 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 201 207 207 207 207 207 207 207 207 207 207 207 207 207 207
3 6 9 12 15 18 24 30 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20 19 20 21 22 23 24 25 26 27 0 1 2 3 4 5 6 7
8.1 9 10 11 12 13
22.2
22.1
20.7
17.4
14.8
12.3
11.6
11.5
21.54
21.54
21.53
21.5
21.45
21.39
20.91
20.51
19.75
18.74
17.61
16.43
15.53
14.34
13.5
12.82
12.17
11.89
11.66
11.49
11.51
11.41
11.35
11.31
11.29
11.27
11.25
11.25
11.25
21.87
21.69
21.62
21.05
20.66
20.09
19.05
17.81
16.72
15.82
14.61
13.61
13.04
12.46
8.7 8.6 8.9 9.2 8.7 7.4 6.3 5.9 8 8 8 8
7.9 7.9 7.6 7.1 6.7 6.3 6
5.5 5
4.8 5.3 5.3 4.7 4.4 4.4 4
3.9 3.9 3.8 3.7 3.6 3.5 3.4 3.4 3.4 8.4 8.4 8.4 8.1 7.9 7.6 7.1 6.6 6.2 5.4 4.9 5.2 5.4 5.2
7.07
6.97
6.51
6.12
6.13
6.08
6.06
6.06
5.02
6.05
6.25
6.24
6.22
6.18
5.79
5.58
5.43
5.29
5.26
5.17
5.11
5.1 5.13
5.09
5.08
5.06
5.03
5.05
5.03
5.03
5.06
5.02
5.03
5.02
5.06
5.02
5.05
7.01
6.94
6.93
6.57
6.29
6.07
5.9 5.77
5.67
5.52
5.45
5.44
5.41
5.4
Appendix F Measurement Data of Water Quality at Avon Reservoir F-27
2/5/90
2/8/90
207 207 207 207 207 207 207 207 207 207 207 207 207 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 223 223 223 223 223 223 223 223
14 15
15.9
17.1
18.1
19 20.1
21 22 23 24
24.9
26 0 1 2 3 4 5 6 7 8
9.1 10
11.1
12 13 14
15.1
16.1
17.1
18 19 20 21 22 23
24.1
25 26 27 28 29 0 3 6 9 12 15 18 24
11.99
11.72
11.6
11.48
11.39
11.32
11.3
11.27
11.25
11.24
11.24
11.23
11.23
22.21
21.31
21.11
21.01
20.79
20.52
20.22
19.82
19.69
19.33
18.54
18.19
17.42
16.64
16.03
15.53
14.37
13.4
12.89
12.42
11.96
11.74
11.53
11.41
11.33
11.27
11.27
11.25
11.23
11.2
21.1
21 20.3
19.7
18.1
15.8
12.7
11.4
4.6 4.3 4.1 4
3.8 3.8 3.7 3.5 3.4 3.4 3.4 3.3 3.2 7.9 8
7.9 7.9 7.8 7.2 7.4 7.5 7.5 7.6 7.5 7.1 6.5 5.9 5.3 4.8 4.2 4.8 4.6 4.4 3.9 3.6 3.3 3.3 3
2.8 2.7 2.7 2.6 2.7 11.4
11.5
10.3
10.5
10.1
6.9
~~£ 3.8
5.34
5.34
5.31
5.31
5.31
5.3 5.32
5.32
5.3 5.3
5.29
5.31
5.28
5.93
6.03
6.01
5.92
5.89
5.59
5.48
5.44
5.41
5.37
5.22
5.16
5.15
5.13
5.12
5.08
5.03
5.07
5.03
5.01
4.98
5.01
5.01
4.97
5.02
4.99
4.99
4.98
5.02
5.01
6.7 6.79
6.21
6.23
5.99
5.92
5.86
5.82
Appendix F Measurement Data of Water Quality at Avon Reservoir F-28
2/15/90
2/26/90
3/1/90
223 230 230 230 230 230 230 230 230 230 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 244 244 244 244 244 244 244 244 244 244 244 244 244
30 0 3 6 9 12 15 18 24 30 1
2.1 3.1 4.1 5.1 6
7.1 8.1 9.1 10.1
11.1
12.1
13 14.2
15 16.1
17 18.1
19.1
20 21 22 23 24 25 26 27
28.1
0 1 2 3 4 5 6 7 8 9 10 11 12
11.3
21.4
21.1
20.7
19.8
18.3
15.7
12.6
11.4
11.3
23.54
23.53
23.51
23.23
21.78
21.32
20.82
20.44
19.84
19.5
19.07
18.34
17.74
17.13
16.14
15.2
14.2
13.11
12.4
12.13
11.86
11.66
11.6
11.48
11.48
11.45
11.43
11.42
23.93
23.91
23.84
23.73
23.37
22.93
22.14
21.01
20.65
20.18
19.59
19.1
18.21
3.4 8.4 8.5 8.2 8
7.1 4.7 4.2 2.7 2.4 8.3 8.3 8.3 8.3 8.5 8.3 8.1 7.7 7.5 7
6.9 6.4 6.2 5.7 4.6 3.9 4.2 4.5 3.9 3.4 3.1 2.5 2.4 2.3 2.2 2.1 2.1 1.9 8.1 8.1 8.1 8.1 8.1 8.1 8
7.5 7.1 6.9 6.6 6.1 5.8
5.8 6.49
6.51
6.33
6.22
5.97
5.88
5.84
6.53
5.85
6.2 6.63
6.76
6.75
6.67
6.47
6.35
6.23
6.12
6.04
5.99
5.91
5.86
5.81
5.8 5.81
5.8 5.83
5.82
5.81
5.8 5.8 5.8 5.8
5.79
5.77
5.81
5.78
6.08
7.11
7.18
7.18
7.11
6.95
6.66
6.38
6.27
6.19
6.16
6.15
6.03
Appendix F Measurement Data of Water Quality at Avon Reservoir
3/2/90
3/8/90
3/20/90
244 244 244 244 244 244 244 244 244 244 244 244 244 244 245 245 245 245 245 245 245 245 245 245 245 245 245 245 245 245 245 245 251 251 251 251 251 251 251 251 251 263 263 263 263 263 263 263 263 263 263
13 14
15.1
16 17.1
18 19 20 21 22 23 24
25.1
26.1
0 1 2 3
4.1 5.1 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 0 1 2 3 4 5 6 7 8 9
17.44
16.44
15.02
13.97
13.21
12.56
12.27
11.94
11.71
11.59
11.58
11.53
11.51
11.49
23.82
23.81
23.81
23.3
22.64
21.74
21.36
20.85
20.37
19.94
19.47
18.81
18.11
17.04
15.97
14.88
13.91
12.96
12.51
12.04
11.8
11.67
11.56
11.54
11,51
11.5
11.5
21.2
21.13
21.06
20.85
20.69
20.68
20.45
19.98
19.76
19.6
5.2 4.4 3.8 4.2 4.4 3.7 3.3 2.8 2.4 2.2 2
1.8 1.8 1.4 8 8 8
8.1 8.1 7.4 7.2 7
6.7 6.5 6.3 6
5.6 5.1 4.2 3.9 4.3 4.3 3.4 2.9 2.4 2.3 2.2 2.1 2
1.9 1.8 7.7 7.7 7.7 7.6 7.6 7.6 7.3 6.9 6.9 6.9
6.03
6.03
6.06
6.06
6.06
6.07
6.02
6.02
6.06
6.05
6.04
6.51
6.48
6.97
7.4 7.37
7.39
7.34
6.93
6.96
7.19
7.2 7.14
7.06
7.04
7 6.95
6.97
6.94
6.99
7.05
7.14
7.14
7.16
7.17
7.19
7.17
7.24
7.24
7.13
7.18
6.09
6.31
7.1 7.13
7.35
7.35
7.29
7.12
7.09
7.15
Appendix F Measurement Data of Water Quality at Avon Reservoir _ _ F - 3 0
4/2/90
4/6/90
263
263
263
263
263
263
263
263
263
263
263
263
263
263
263
263
263
263
276
276
276
276
276
276
276
276
276
276
276
276
276
276
276
276
276
276
276
276
276
276
276
276
276
276
276
276
280
280
280
280
280
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
0
2.1
3
4
5
6
7
8.1
9
10
11
12
13
14
15.1
16
17
18
19
20
21
22
23
24
25.1
26.1
27.1
28
0.2
1
2
3.1
4
19.3
19.05
18.73
18.49
17.86
16.84
15.94
14.61
13.58
12.84
12.17
11.88
11.71
11.66
11.62
11.61
11.6
11.6
21.14
21.06
21
20.58
20.29
19.96
19.67
19.5
19.37
19.3
19.17
18.94
18.63
18.24
17.47
16.49
15.31
13.97
12.82
12.29
12
11.79
11.72
11.65
11.62
11.61
11.6
11.6
20.62
20.45
20.37
20.31
20.28
7
6.8
6.5
6.4
5.7 4.2
3.7
3.9
3.7
3.2
2.5
2.3
2.2
1.9
1.9
1.8
1.8
1.6
7.4
7.4
7.5
7.1
7
7
6.9
6.9
6.8
6.8
6.4
6.4
6.1
5.9
4
3.4
3.6
3.5
2.5
2.6
2.1
1.7
1.5
1.6
1.4
1.4
1.3
1.4
8
8.1
8.1
8.1
8.1
7.1
7.05
6.99
7
7
6.9
6.75
6.76
6.81
6.82
6.7
6.78
6.79
6.8
6.82
6.82
6.83
6.82
6.65
7.33
7.3
7.21
6.96
6.89
6.96
7
7.03
7.08
7.1
7.05
6.97
7.03
6.84
6.79
6.82
6.94
7.14
7.19
6.76
6.74
6.75
6.75
6.75
6.73
6.77
6.79
8.07
8.86
9.21
9.25
9.29
Appendix F Measurement Data of Water Quality at Avon Reservoir
4/9/90
4/11/90
280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 283 283 283 283 283 283 283 283 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285
5 6 7 8 9 10 11 12 13
14.1
15 16.1
17.1
18.1
19 20.1
21.1
22 23 24 25
26.1
27 28 0 3 6 9 12 15 18 24 0 1 2 3 4 5 6 7 8 9 10 11
12.1
13.1
14 15.1
16 17 18
20.09
19.96
19.78
19.62
19.47
19.43
19.29
19.04
18.84
18.6
18.47
18.27
17.98
17.29
16.48
15.25
13.85
13.02
12.33
11.96
11.81
11.72
11.69
11.64
20.1
20.1
19.7
19.3
19 18.7
17.9
12.3
20.24
20.09
20.06
20.05
19.8
19.66
19.54
19.36
19.27
19.18
19 18.88
18.81
18.68
18.49
18.41
17.96
17.41
16.66
8.1 8
8.1 7.8 7.7 7.4 7.4 7.4 7.5 7.2 7.3 7.3 6.9 4.5 3.9 3.9 4
3.9 2.1 1.9 1.8 1.8 1.6 1.5 8.7 8.7 8.3 8
8.1 8 7
2.5 7.9 7.9 7.9 7.9 7.3 7.4 7.4 7.4 7.4 7.4 7.3 7.4 7.4
7.3 7.3 7.2 6.6 5.6 3.2
9.24
8.84
8.77
8.62
8.55
8.38
8.33
7.91
7.4 7.22
7.15
7.23
7.15
7.01
6.81
6.74
6.75
6.78
6.9 6.91
6.87
6.86
6.81
6.81
6.44
6.44
6.15
6.06
6.09
6.04
5.7 5.72
8.03
8.22
8.4 8.5
8.27
8.21
8.11
8.1 8.07
8.04
7.95
7.76
7.64
7.52
7.41
7.38
7.21
7.09
6.85
Appendix F Measurement Data of Water Quality at Avon Reservoir
5/24/90
6/5/90
285
285
285
285
285
285
285
285
285
285
285
328
328
328
328
328
328
328
328
328
328
328
328
328
328
328
328
328
328
328
328
328
328
328
328
328
328
328
328
328
328
328
328
340
340
340
340
340
340
340
340
19
20
21
22
23
24.1
25
26
27.1
28
29
0.3
1
2
3
4
5
6
7
8
9
9.9
11.1
12
13
14
15
16
17.1
18
19
20.1
21
22
23
24
25
26
26.1
28.1
29
30.1
31
0.6
1.2
2
3
3.9
5
5.9
7
15.43
13.98
12.99
12.32
12.02
11.81
11.72
11.69
11.66
11.64
11.62
15.92
15.93
15.88
15.94
15.95
15.94
15.89
15.94
15.94
15.94
15.93
15.93
15.92
15.87
15.86
15.88
15.85
15.77
15.79
15.61
15.5
15.24
13.86
13.05
12.62
11.98
11.77
11.75
11.58
11.61
11.56
11.59
14.97
14.94
14.99
14.81
14.77
14.75
14.74
14.68
3
3.2
2.9
2.4
1.6
1.5
1.3
1.2
1.1
0.9
0.8
7.5
7.5
7.6
7.6
7.6
7.6
7.6
7.5
7.6
7.6
7.5
7.6
7.5
7.5
7.5
7.5
7.4
7.4
7.4
7.4
7.5
7.5
3.3
1.7
1.1
0.5
0.5
0.3
0.3
0.2
0.2
0.3
7.5
7.5
7.5
7.5
7.4
7.4
7.3
7.4
6.86
6.83
6.76
6.69
6.71
6.68
6.65
6.65
6.66
6.64
6.64
4
5.07
5.24
5.28
5.3
5.33
5.36
5.4
5.35
5.38
5.38
5.38
5.37
5.4
5.42
5.39
5.35
5.36
5.31
5.3
5.29
5.25
4.94
4.94
4.99
5.14
5.14
5.14
5.24
5.28
5.31
5.34
1.51
3.91
4.32
4.83
5.01
5.11
5.17
5.22
Appendix F Measurement Data of Water Quality at Avon Reservoir F-33
340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340
8.1 9
9.9 11 12 13 14 15 16 17 18 19 20 21
22.1
22.9
23.9
25 26 27 28 29
14.68
14.73
14.72
14.71
14.71
14.71
14.7
14.7
14.65
14.7
14.69
14.6
14.58
14.36
14.31
13.3
12.52
11.96
11.86
11.69
11.64
11.62
7.4 7.4 7.4 7.4 7.4 7.4 7.4 7.4 7.4 7.4 7.4 7.4 7.3 7.3 7.2 4
0.8 0.4 0.3 0.3 0.3 0.3
5.27
5.27
5.33
5.36
5.36
5.39
5.34
5.38
5.36
5.38
5.42
5.39
5.38
5.37
5.35
5.15
5.05
5.12
5.28
5.26
5.2 5.15
DAV7
Table F-4 Measurement data for water temperature, pH, and dissolved oxygen at DAV7
Date(m/d/y)
7/3/89
7/31/89
8/9/89
9/5/89
Julian Date
3 3 3 3 3 3 3 31 31 31 31 31 31 40 40 40 40 40 67 67 67
Depth (m)
0 3 6 9 12 15 18 0 3 6 9 12 15 0 2 3 6 12 0 3 6
Temperature (°C)
13.9
13.5
13.5
13.3
13.3
13.3
13.3
11.4
11.3
11.1
11.1
11 11 11
10.5
10.6
10.5
10.5
11.1
10.5
10.2
DO(mg/L)
8.8 8.5 8.4 8.4 8.2 7.7 2 10
10.6
10.9
10.9
10.9
10.7
10.4
10.5
10.4
10.5
10.5
9.9 9.5 9.7
pH 6.42
6.4 6.35
6.34
6.39
6.3 6.27
6.39
6.28
6.27
6.21
6.26
6.19
6.69
6.67
6.65
6.61
6.61
6.9 6.83
6.77
Appendix F Measurement Data of Water Quality at Avon Reservoir F-34
9/19/89
10/6/89
10/27/89
11/2/89
11/22/89
11/24/89
12/6/89
67 67 67 81 81 81 81 81 81 98 98 98 98 98 98 119 119 119 125 125 125 125 125 125 145 145 145 145 145 145 147 147 147 147 147 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159 159
9 12 15 0 3 6 9 12 15 0 3 6 9 12 15 0 3 6 0 3 6 9 12 15 0 3 6 9 12 15
13.1
12 11 9.9 8.8 0.7 1.8 3.2 4.3 5.1 6
7.1 8.3 9.5 10.5
11.5
12.9
14 15.3
16.4
17.2
10.1
IC 10
13.2
12.4
11.9
11.5
10.9
10.3
16.2
15.6
15.5
14.2
12.5
11.7
17.7
17.6
17.6
18 17.9
17.1
16.3
13.9
11.9
20.1
19.1
18.3
16.3
13.1
11.8
13.21
14.98
16.28
17.21
17.8
21.09
21.08
20.52
19.27
18.59
17.91
16.92
16.15
14.49
13.09
12.48
12.01
11.82
11.61
11.55
11.45
9.1 9.1 9
10.5
10.8
10.8
10.2
10 9.5 9.4 9.4 9.6 9.8 8.3 7.6 10.1
9.7 9.7 8.9 9 9 9
7.7 6.5 9.3 9.4 9 6
4.9 4.8 4.4 5.2 5.9 6
6.4 7.9 7.9 7.8 7.3 6.4 6.2 6.8 6.8 4.4 4.4 4.2 4.1 4.2 4.3 4.4 4.5
6.75
6.67
6.63
6.89
6.84
6.73
6.47
6.48
6.33
7.05
7.03
7.06
6.8 6.41
6.28
9.94
6.88
6.87
6.85
6.84
6.78
6.48
6.01
5.99
6.85
6.85
6.72
6.65
6 5.99
6.33
6.45
6.59
6.65
6.8 6.91
6.93
6.64
6.25
6.05
5.92
5.82
5.66
5.71
5.68
5.69
5.67
5.69
5.64
5.63
5.65
Appendix F Measurement Data of Water Quality at Avon Reservoir F-35
12/8/89
12/14/89
12/17/89
12/21/89
159
161 161 161 161 161 161 167 167 167 167 167 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174
18.6
0 3 6 9 12 15 0
"T 6 9 12 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
19.9
0 0.3 1.4 2.4 3.3 4.4 5.4 6.3 7.4 8.4 9.3 10.4
11.4
12.6
13.7
14.6
15.7
16.8
11.4
20.6
20.4
17.6
15.9
15.9
15.9
23.4
22.8
21.5
20 15.2
22.36
22.21
22.01
21.67
21.05
20.73
20.42
19.91
19.08
18.25
17.06
16.41
15.67
15.19
14.28
13.98
12.57
12.03
11.63
11.58
11.5
22.64
22.63
22.13
21.96
21.72
21.25
20.54
19.36
17.91
16.69
15.89
14.8
13.94
13.36
12.59
11.88
11.62
11.54
4.6 9
8.9 7.9 6
5.5 5.5 8.5 8.7 8.9 8.5 5.3 7.6 7.7 7.7 7.7 7.5 7.4 7.3 7.2 6.9 6.6 6.1 5.8 5.5 5.2 4.8 4.2 3.2 3.2 4.1 4.2 4.3 7.6 7.7 7.6 7.5 7.5 7.5 7.2 6.9
6.3 5.9 5.6 5.5 5.3 5.1 4.8 4.6 4.5 4.4
5.65
6.6 6.56
6.35
6.22
5.98
6.85
6.84
6.61
6.45
6.03
7.06
8.08
8.24
8.01
7.72
7.49
7.43
7.08
6.94
6.73
6.5 6.37
6.25
6.23
6.17
6.08
6.03
6.06
6.14
5.99
5.96
5.33
7.16
7.32
7.15
7.1 6.89
6.61
6.37
6.17
6.07
5.99
5.94
5.88
5.83
5.81
5.76
5.75
5.74
Appendix F Measurement Data of Water Quality at Avon Reservoir
12/29/89
1/5/90
1/12/90
1/17/90
174 174 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 189 196 196 196 196 196 196 201 201
17.9
18.9
0 1 2 3 4 5 6 7
8.1 9 10 11 12 13 14 15 16 17 18 19 20 0 1 2 3
4.1 5 6 7
7.9 9 10 11 12 13 14 15 16 17 18 19 0 3 6 9 12 15 0 1
11.5
11.48
22.45
22.35
22.16
21.9
21.8
21.57
21.42
21.27
20.65
19.66
18.18
16.85
15.61
14.98
14.31
13.18
12.36
11.73
11.56
11.54
11.48
23.06
23.07
22.87
22.62
22.22
22 21.85
21.62
21.28
20.21
18.91
17.58
16.53
15.37
14.33
12.76
11.9
11.66
11.57
11.51
22.5
21.5
20.8
20.6
18.5
15.5
21.58
21.42
4.4 4.4 7.7 7.7 7.8 7.8 7.7 7.6 7.6 7.6 7.4 7.1 6.7 6.2 5.7 5.5 5.2 4.8 4.6 4.4 4.3 4.2 4.2 7.7 7.7 7.7 7.7 7.7 7.6 7.5 7.4 7.3 7
6.6 6
5.5 4.6 4.3 4.4 4
3.8 3.8 3.7 9.9 9.8 9.6 9.2 6.2 3.8 7.9 8
5.75
5.72
5.19
6.9 6.93
6.95
6.93
6.82
6.79
6.72
6.57
6.42
6.22
6.07
5.98
5.93
5.92
5.71
5.67
5.65
5.65
5.66
5.69
5.44
7.18
7.31
7.26
7.2 7.13
7.04
7 6.9
6.77
6.59
6.49
6.43
6.33
6.31
6.3 6.26
6.27
6.21
6.21
6.92
6.91
6.84
6.6 6.56
6.23
4.38
6.02
Appendix F Measurement Data of Water Quality at Avon Reservoir
1/23/90
1/25/90
2/1/90
201 201 201 201 201 201 201 201 201 201 201 201
201 201 201 201 201 201 207 207 207 207 207 207 207 207 207 207 207 207 207 207 207 209 209 209 209 209 209 216 216 216 216 216 216 216 216 216 216 216 216
2 3 A 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0.4 1 2 3
4.1 6.1 8.1 9.1 10.9
11 13 15 17 17 19 0 3 6 9 12 15 0 1
2.1 3 4 4 4 5 6 7 8 9
21.14
20.79
20.72
20.55
20.37
20.33
19.96
19.19
17.93
17.2
16.43
15.51
14.58
13.62
12.29
11.87
11.72
11.59
21.89
21.61
21.14
20.82
20.66
20.43
20.25
20.11
19.99
19.9
19.8
18.81
17.74
17.61
16.66
22.8
22.1
21.5
20.3
15.8
12.8
22.97
22.91
22.64
22.18
21.87
21.77
21.77
21.6
21.41
20.63
19.87
18.92
8 7.9 7.8 7.7 7.6 7.7 7.4 7.2 6.5 6
5.7 5
4.2 4
3.5 2.8 2.9 2.8 8.2 8.3 8.2 8.2 8.2 8.1 7.9 7.8 7.7 7.5 7.5 7.3 7.1 6.5 6.5
7.9 8 8
7.8 7.8 7.7 7.7 7.6 7.6 7.3 7.1 6.8
6.17
6.04
5.98
5.93
5.87
5.83
5.73
5.56
5.39
5.29
5.26
5.17
5.11
5.12
5.05
5.03
5.02
5.02
5.06
6.54
6.47
6.44
6.35
6.24
6.18
6.11
6.07
5.97
5.95
5.87
5.76
5.68
5.64
6.99
6.94
6.71
6.2 5.97
5.88
5.38
6.84
6.91
6.57
6.4 6.23
6.23
6.17
6.12
6.01
5.89
5.79
Appendix F Measurement Data of Water Quality at Avon Reservoir
2/3/90
2/15/90
2/26/90
3/1/90
216 216 216 216 216 216 216 216 218 218 218 218 218 218 218 230 230 230 230 230 230 230 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 244 244 244 244 244 244 244 244
10.1
11 12 13 14 15 16 17 0 3 6 9 12 15 18 0 3 6 9 12 15 18 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 0.1 1 2 3 4 5 6 7
16.8
16.04
15.15
14.14
13.65
11.97
11.62
11.52
21.4
21.4
20.4
18.8
17 14.3
11.7
21 20.5
19.9
19.6
18.8
16.2
12.5
23.21
23.18
23.13
23.11
22.22
21.67
21.12
20.96
20.36
19.95
19.44
18.85
18.25
17.49
16.7
15.7
14.48
12.97
12.33
11.99
11.85
23.51
23.48
23.46
23.42
22.83
22.67
22.4
21.78
5.9 5.2 4.7 4.6 4.4 3.7 3.3 3.1 9.9 9.9 9.5 9.4 7
7.4 6
10.2
10.1
9.7 9.6 9.2 8.3 5.4 8.3 8.3 8.3 8.3 8.4 8.1 7.9 7.7 7.3 7
6.7 6.3 6.1 5.7 4.9 4
3.2 2.5 1.9 1.3 1.3 8 8
8.1 8
8.2 8.2 8.2 7.5
5.64
5.55
5.48
5.46
5.46
5.41
5.43
5.39
6.59
6.49
6.3 6.08
5.97
5.93
5.83
6.36
6.32
6.15
6.14
6.02
5.89
5.81
5.91
6.29
6.35
6.36
6.28
5.94
5.9 5.9
5.82
5.75
5.73
5.72
5.66
5.64
5.58
5.61
5.61
5.58
5.61
5.59
5.61
5.57
6.89
6.9 6.92
6.73
6.63
6.5 6.31
Appendix F Measurement Data of Water Quality at Avon Reservoir F.39
3/2/90
3/5/90
244
244 244
244
244
244
244
244
244
244
244
244
244
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
248
248
248
248
248
248
248
248
248
248
248
248
248
248
248
248
248
8
9
10
11.1
12
13
14
15
16
17
18
19
20
0.3
1.1
2
3
4
5
6
7
8
9
10
11
12
13
14
15.1
16
17
18
19
20
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
15.9
20.95
20.37
19.63
18.81
18.18
17.4
16.36
15.8
14.23
13.12
12.43
12.08
11.93
23.41
21.08
21.19
21.76
21.4
21.22
21.07
21.08
20.96
20.45
20.06
19.62
19.47
18.82
17.95
16.79
15.97
15.45
12.71
11.95
11.78
21.05
21.53
21.96
21.32
21.36
21.42
21.37
21.36
20.68
20.75
20.68
19.85
19.28
19.25
16.98
16.87
16.51
6.9
6.2
6
6
5.5
5.1
4.6 4
3.1
1.9
1.1
0.9
0.9
7.7
7.1
7.2
7.3
7.3
7.2
7.2
7.2
7.1
7
6.8
6.5
6.4
6.2
1 6
5.2
4.8
4.6
3.2
1.9 1.7
7.2
7.1
7.1
7.2
7.1
7.1
7.1
7.1
6.9
6.9
6.9
6.6
6.5
6.2
5.8
5.3
5.2
6.23
6.17
6.21
6.11
6.13
6.05
6.04
6.06
6.07
6.11
6.09
6.08
6.08
5.86
6.45
6.52
6.52
6.46
6.46
6.47
6.48
6.5
6.46
6.43
6.39
6.38
6.93
6.87
6.96
7.04
7.07
7.03
6.94
6.98
6.17
6.15
6.31
6.48
6.83
6.9
6.87
7.02
6.99
7.09
7.13
7.14
7.1
7.11
6.99
6.96
6.92
Appendix F Measurement Data of Water Quality at Avon Reservoir p.40
3/12/90
3/14/90
3/20/90
248 248 248 248 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 257 257 257 257 257 257 263 263 263 263 263 263 263 263 263 263 263 263 263 263 263 263 263 263 263
15.9
15.9
15.9
17 1 2
3.1 4.1 5.1 6 7
8.1 9.1 10.1
11.1
12.1
13 14.1
15.1
16 17 18
19.1
20.1
21.1
22 0 3 6 9 12 15 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
16.51
16.51
16.51
12.76
19.01
19.17
19.07
19.05
19.06
18.98
18.96
18.96
19.13
19.12
19.18
19.29
19.24
18.95
14.87
17.77
17.76
16.62
13.12
11.87
11.74
11.73
19.8
19.1
19 18.9
18.9
18.8
18.94
19 19.25
19.04
19.21
19.2
19.13
19.09
18.98
19.08
19.15
19.1
19.07
19.04
18.85
18.78
17.82
17.29
14.51
5.2 5.2 5.2 4.8 6.4 6.3 6.4 6.3 6.3 6.3 6.3 6.3 6.4 6.3
. 6.4
6.4 6.4 6.3 5.4 5.6 5.4 4.7 3.1 2.4 2 2
6.9 6.8 6.9 7
6.9
7 7
6.9 6.8 6.9 7 7
6.9 6.9 6.9
6.8 6.3 5.7 3.9
6.92
6.92
6.92
6.9 5.55
5.88
5.91
5.94
6.26
6.26
6.3 6.31
6.35
6.36
6.43
6.44
6.46
6.67
6.68
6.77
6.77
6.83
6.72
6.7 6.53
6.62
6.22
6.15
6.16
6.18
6.12
6.15
4.26
5.61
6.24
6.64
6.98
7.09
7.09
7.15
7.26
7.2 7.35
7.17
7.22
7.24
7.09
7.07
7.1 7.09
6.96
Appendix F Measurement Data of Water Quality at Avon Reservoir p_41
3/21/90
4/2/90
4/4/90
4/6/90
263 264 264 264 264 264 264 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 278 278 278 278 278 278 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280 280
19 0 3 6 9 12 15 0 1 2 3 4
5.1 6 7
8.1 9 10 11 12 13 14 15 16
17.1
18.1
19.1
20 0 3 6 9 12 15 0 1 2
3.1 4.1 5
6.1 7 8 9 10 11 12 13
14.1
15.1
16.1
11.73
19.2
18.7
18.6
18.6
18.6
18.6
19.14
19.29
19.28
19.25
19.34
19.33
19.35
19.5
19.54
19.49
19.48
19.47
19.22
18.84
18.91
17.75
17.56
16.82
13.88
11.98
11.8
19 18.8
18.7
18.7
18.6
18.6
18.71
18.73
18.83
18.83
18.87
18.86
18.76
18.82
18.81
18.84
18.84
18.82
18.66
18.63
18.6
18.6
18.5
1.8 8.2 8 8 8
7.9 7.8 7 7 7
7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 6.8 6.4 6.2 6 4
2.1 1.4 8.1 8.1 8 8 8
7.9 8 8
7.9 8 8 8 8 8 8 8 8 8 8 8 8 8
6.92
6.33
6.36
6.33
6.34
6.35
6.34
7.44
7.44
7.57
7.38
7.39
7.52
7.51
7.6 7.51
7.53
7.49
7.61
7.68
7.61
7.44
7.36
7.21
7.23
7.2 7.07
7.03
7.01
6.27
6.31
6.32
6.22
6.27
12.51
12.17
12.28
12.25
12.13
11.62
10.11
9.91
9.67
9.44
9.35
9.14
8.96
8.78
8.75
8.57
8.4
Appendix F Measurement Data of Water Quality at Avon Reservoir F_42
4/11/90
4/20/90
6/5/90
280 280 280 280 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 285 294 294 294 294 294 294 294 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340
17.1
18.1
19 20 0 1 2
3.1 4 5 6 7
8.1 9
10.1
11.1
12 13.1
14 15 16 17
18.1
19 20 21 0 3 6 9 12 15 18 0.7 0.9 1.9 3 4
5.1 6
7.1 8.1 9.1 10
11.1
12 13.1
14 15 16 17
18.41
17.99
17.53
14.13
18.49
18.54
18.56
18.65
18.65
18.66
18.64
18.66
18.66
18.66
18.68
18.61
18.67
18.59
18.57
18.54
18.49
18.45
18.21
16.97
15.88
12.63
18.7
18.9
18.8
18.6
18.3
17.7
16.9
14.66
14.68
14.57
14.53
14.57
14.55
14.55
14.5
14.54
14.48
14.47
14.51
14.5
14.49
14.44
14.45
14.4
14.37
7.9 7.8 7.8 4.5 7.8 7.9 7.9 7.9 7.9 7.8 7.8 7.8 7.8 7.8 7.8 7.8 7.8 7.8 7.9 7.8 7.8 7.8 7.7 7.1 6.6 2.7 8.1 8.1 7.8 7.8 7.8 8.4 8.5 7.6 7.6 7.6 7.6 7.5 7.5 7.5 7.5
7.5 7.5 7.5 7.4 7.4 7.4 7.4 7.4 7.3 7.4
8.29
8.22
8.18
7.79
5.45
5.52
5.51
5.6 5.61
5.65
5.65
5.67
5.68
5.7 5.71
5.95
5.96
6.02
6.03
6 6.01
6 5.99
5.88
5.85
5.75
6.38
6.14
6.04
6.09
6.08
6.01
5.9 2.23
4.23
4.86
4.92
5 5.13
5.19
5.23
5.27
5.26
5.25
5.29
5.25
5.27
5.31
5.32
5.29
5.29
Appendix F Measurement Data of Water Quality at Avon Reservoir
340 340 340 340 340
18 19 20 21 22
14.27
14.2
14.15
14.1
14.02
7.5 7.5 7.4
|_ 7.3
7.4
5.34
5.33
5.33
5.39
5.34
DAV9
Table F-5 Measurement Data for Water Temperature, pH, Dissolved Oxygen atDAV9
Date
ll-Dec-89
14-Dec-89
17-Dec-89
Julian date
164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 167 167 167 167 167 167 167 167 167 167 167 167 167 167 167 167 170 170
Depth (m)
0.5 1.5 2.4 3.4 5 6.1 6.6 7.6 8.5 9.4 10.4
11.6
12.6
13.5
14.4
15.4
16.5
17.5
18.5
19.5
0.1 1.1 2 3.1 4.1 5 5.9 6.9 7.8 8.9 9.8 10.8
11.7
12.8
13.8
14.9
0 1
Temperature (°C)
22.42
22.11
21.79
21.65
20.92
20.66
20.54
20.06
19.11
18.08
16.36
14.95
13.55
12.75
12.09
11.86
11.67
11.51
11.45
11.42
23.24
23.19
23.23
23.16
23.2
22.98
22.84
22.42
22.02
21.15
20.51
17.63
15.54
14.44
13.18
12.6
22.13
21.9
DO (mg/L)
7.6 7.7 7.8 7.8 7.9 7.9 7.9 7.7 7.6 6.7 4.3 4.6 4.3 3.9 4 3.9 4 4 4.2 4.1 7.5 7.6 7.6 7.6 7.6 7.6 7.7 7.7 7.7 7.7 7.3 6.3 5.3 4.8 4 3.8 7.8 7.8
pH
5.68
6.85
6.89
6.9 6.77
6.67
6.59
6.42
6.18
5.95
5.65
5.63
5.58
5.56
5.55
5.57
5.55
5.54
5.55
5.55
5.7 6.72
6.93
6.98
7.01
7.02
7.02
6.93
6.8 6.58
6.4
6.05
5.87
5.82
5.74
5.74
6.44
7.96
Appendix F Measurement Data of Water Quality at Avon Reservoir ¥-44
21-Dec-89
29-Dec-89
17-Jan-90
170 170 170 170 170 170 170 170 170 170 170 170 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 174 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 182 201 201 201 201
2 3 4 5 6 7 8 9 10 11 12 13 0 0.4 1.4 2.4 3.4 4.4 5.4 6.5 7.5 8.4 9.5 10.5
11.5
12.5
13.5
14.5
15.6
16.5
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0 1 2 3
21.84
21.82
21.8
20.84
20.46
20.03
19.32
18.26
17.03
16.16
15.34
14.89
22.88
22.84
22.72
21.93
21.66
21.28
20.34
19.32
17.88
16.92
16.13
15.13
14.42
13.7
12.88
12.32
11.86
11.75
22.68
22.52
21.98
21.92
21.91
21.86
21.35
21.16
20.69
19.26
17.98
16.49
15.43
14.74
13.83
13.07
12.08
21.8
21.42
21.38
21.02
7.9 7.8 7.9 7.5 7.4 7.3 7 6.7 6 5.9 5.5 5.3 7.8 7.8 7.8 7.8 7.7 7.6 7.3 6.9 6.4 6 5.7 5.3 5.2 5.1 5.1 4.7 4.8 4.6 7.7 7.7 7.8 7.8 7.8 7.7 7.5 7.6 7.4 7 6.6 5.9 5.7 5.5 5.1 4 4.6 8 8 8 7.8
8.02
8 8.05
7.49
7.3 7.14
7 6.82
6.63
6.56
6.41
6.31
5.27
6.96
7.2 7.04
6.94
6.79
6.61
6.36
6.2 6.07
6.01
5.92
5.89
5.83
5.79
5.76
5.73
5.72
5.65
6.76
6.98
6.96
6.98
6.9 6.71
6.64
6.57
6.32
6.15
6.01
5.97
5.92
5.84
5.83
5.83
6.16
6.4 6.45
6.2
Appendix F Measurement Data of Water Quality at Avon Reservoir j?_45
5-Feb-90
26-Feb-90
5-Mar-90
201 201 201 201 201 201 201 201 201 201 201 201 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 220 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 241 248 248 248 248 248 248
4 5 6 7 8 9 10 11 12 13 14 15 0.1 1 2 3 4 5 6 7.1 8.1 9.1 10 11 12 13.1
14.1
15 0.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0.4 1 2 3 4 5
20.93
20.86
20.52
20.37
19.66
18.83
17.63
16.77
15.77
14.97
13.67
12.59
21.54
21.21
20.93
20.5
20.2
19.82
19.69
19.56
19.45
19.2
18.66
18.48
18.26
17.62
17.15
16.44
23.38
23.31
23.19
23.12
22.5
22 21.53
21.23
20.88
20.18
19.92
19.1
18.58
18.05
17.15
16.23
15.45
25.3
25.25
25.22
25.23
23.02
22.03
7.8 7.7 7.7 7.6 7.2 7 6.4 6.1 5.5 5.2 4.1 4 7.9 7.9 7.8 7.7 7.7 7.6 7.6 7.6 7.6 7.7 7.7 7.7 7.6 7.6 7.1 6.1 8.2 8.3 8.3 8.3 8.2 8.3 8 7.8 7.5 7.2 6.9 6.5 6.3 6.1 5.7 4.9 4.1 7.8 7.9
7.9 7.9 7.8 7.4
6.05
6.01
5.95
5.9 5.62
5.51
5.34
5.28
5.22
5.18
5.11
5.09
5.86
5.95
5.87
5.73
5.56
5.46
5.47
5.46
5.42
5.36
5.2 5.2 5.15
5.14
5.11
5.1 5.4 6.36
6.43
6.44
6.09
6.2 5.89
5.88
5.82
5.84
5.83
5.82
5.79
5.75
5.73
5.85
5.82
6.08
6.6 7.04
7.5 7.31
7.13
Appendix F Measurement Data of Water Quality at Avon Reservoir F-46
20-Mar-90
2-Apr-90
17-May-90
248 248 248 248 248 248 248 248 248 248 263 263 263 263 263 263 263 263 263 263 263 263 263 263 263 263 263 263 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 276 321 321 321 321 321 321
6.1 7.1 8 9.1 10.1
11 12 13 14 15 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 0 1 2 3 4 5
21.73
21.27
20.85
20.54
20.29
19.92
19.32
19.01
17.95
16.97
21.07
20.93
20.7
20.65
20.66
20.12
19.87
19.7
19.51
19.44
19.36
19.33
19.08
18.91
18.69
18.1
16.3
15.11
21.37
21.14
20.99
20.71
20.16
19.92
19.68
19.6
19.55
19.39
19.27
19.19
19.06
18.78
18.26
17.26
16.24
16.65
16.63
16.67
16.67
16.67
16.67
7.4 7.1 7 6.9 6.8 6.5 6.4 6.3 6.1 5.9 7.6 7.6 7.6 7.6 7.6 7.3 6.8 7.2 7.2 7.1 7.1 7.1 6.6 6.6 6.3 6.2 3.9 3.5 7.7 7.8 7.8 7.6 7.4 7.4 7.3 7.2 7.2 7.1 7 7 6.9 6.8 6.5 4.3 3.6 10.4
10.4
10.4
10.4
10.4
10.4
7.05
7 6.94
6.89
6.88
6.78
6.76
6.81
6.8 6.77
5.01
6.35
6.35
7.34
7.34
7.25
7.21
7.27
7.24
7.33
7.22
7.4 7.36
7.32
7.17
7.07
6.89
6.93
8.62
8.8 8.68
8.07
7.83
7.88
7.63
7.58
7.52
7.52
7.56
7.6 7.61
7.29
7.19
6.89
6.8 4.49
4.83
5.09
5.15
5.2 5.22
Appendix F Measurement Data of Water Quality at Avon Reservoir F-47
5-Jun-90
321 321 321 321 321 321 321 321 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340 340
6 7 8 9
10.1
11 12 13 0.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
16.66
16.67
16.59
16.58
16.63
16.58
16.63
16.61
14.7
14.74
14.65
14.64
14.64
14.63
14.61
14.6
14.6
14.57
14.55
14.55
14.49
14.52
14.51
14.44
14.4
10.4
10.4
10.5
10.5
10.4
10.5
10.4
10.4
7.9 7.6 7.6 7.5 7.5 7.5 7.5 7.5 7.5 7.4 7.5 7.5 7.5 7.5 7.4 7.5 7.5
5.23
5.3 5.33
5.35
5.34
5.35
5.33
5.27
1.71
3.82
4.52
5.07
5.13
5.2 5.25
5.3 5.32
5.36
5.35
5.39
5.38
5.39
5.37
5.36
5.29
DAV13
Table F-6 Measurement data for water temperature, pH, and dissolved oxygen at
DAV 13
Date
Il-Dec-89
14-Dec-89
Julian Date
164
164
164
164
164
164
164
164
164
164
164
164
167
167
Depth (m)
0.5
1
2
3
4
5
5.9
6.1
7
8
9
10
0.1
1.2
Temperature (oC)
23.03
22.1
21.84
21.35
20.96
20.73
20.45
20.47
20.21
19.69
19.11
17.95
23.76
23.61
DO (mg/L)
7.6
7.7
7.8
8
8
8
7.8
7.8
7.6
7.5
7.5
7.5
7.6
7.7
pH
5.59
6.67
6.72
6.79
6.78
6.75
6.53
6.4
6.28
6.24
6.24
6.2
5.44
6.8
Appendix F Measurement Data of Water Quality at Avon Reservoir F-48
21-Dec-89
17-Jan-90
5-Feb-90
167
167
167
167
167
167
167
167
167
167
174
174
174
174
174
174
174
174
174
174
174
174
174
201
201
201
201
201
201
201
201
201
201
201
201
201
201
201
201
220
220
220
220
220
2.1
3
4.1
5
6
7
8
9
10
11
-0.8
0.4
1.4
2.4
3.3
4.3
5.3
6.3
7.3
8.3
9.5
10.6
11.7
0
1
1.9
2
3
4
5
6
7
8
9
10
11
12
13
14
0.2
1
2
3
3.9
23.52
23.38
23.22
22.42
21.78
21.39
20.96
20.27
19.34
16.97
22.7
22.71
22.59
22.15
21.79
21.46
20.53
19.1
18.17
16.81
15.87
15.03
14.16
21.22
20.83
20.8
20.79
20.75
20.6
20.49
20.4
20.21
19.8
19.27
18.12
17.12
16.36
15.53
14.87
20.44
20.08
19.98
19.77
19.63
7.8
7.7
7.7
7.8
8.2
8.2
7.9
6.7
6.7
6.2
7.7
7.7
7.7
7.8
7.7
7.2
6.2
5.8
5.7
4.8
3.6
1.9
1.6
7.6
7.6
7.5
7.5
7.5
7.5
7.4
7.1
5.8
6.4
5.7
1.8
0.1
0
0
0
7.8
7.8
7.7
7.6
7.6
6.87
6.87
6.84
6.84
6.89
6.88
6.66
6.29
6.24
5.99
5.22
7.03
7.15
7.15
7.04
6.83
6.54
6.37
6.2
6.01
5.84
5.79
5.75
5.79
5.82
5.81
5.8
5.77
5.77
5.74
5.66
5.46
5.54
5.5
5.16
5.26
5.41
5.49
5.74
5.34
5.4
5.34
5.36
5.31
Appendix F Measurement Data of Water Ounlitv at Avon Reservoir
**•
26-Feb-90
2-Mar-90
220
220
220
220
220
220
220
220
220
220
220
220
241
241
241
241
241
241
241
241
241
241
241
241
241
241
241
241
241
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
5
6.1
7
8
9
10
11
12.1
13.1
14.1
15
16
0.2
1
2
3
4
5
6
7
8
8.9
10
11
12
13
14
15
16
0.4
1
2
3
4
5.1
6.1
7
8.1
9
10.1
10.1
11
12
13
19.56
19.43
19.32
19.17
18.89
18.54
18.22
17.86
17.47
17.39
17.33
17.3
23.57
23.49
23.24
22.58
22.2
21.77
21.43
21.04
20.62
20.27
19.79
19.14
18.45
17.7
16.85
15.94
15.27
23.19
22.74
21.87
21.43
21
20.72
20.57
20.39
20.23
20
19.79
19.79
19.46
19.18
18.77
7.6
7.6
7.7
7.7
7.7
7.7
7.9
7.9
8
8
8
7.9
8.4
8.5
8.6
8.4
8.3
8.1
7.7
6.8
7.5
6.1
5.6
5
4.9
3.9
3.1
1.6
1
8.1
7.6
7.6
7.3
7.2
7.1
7
6.8
6.7
6.6
5.5
5.5
5.5
5.3
5
5.34
5.33
5.33
5.3
5.35
5.39
5.41
5.45
5.48
5.47
5.5
5.51
5.62
6.47
6.39
6.18
6.12
6.04
5.98
5.89
5.97
5.9
5.8
5.75
5.71
5.68
5.61
5.56
5.57
6.01
6.37
6.42
6.48
6.46
6.42
6.42
6.39
6.38
6.37
6.33
6.33
6.33
7.2
7.25
Appendix F Measurement Data of Water Quality at Avon Reservoir
20-Mar-90
2-Apr-90
11-Apr-90
245
245
263
263
263
263
263
263
263
263
263
263
263
263
263
263
263
263
263
276
276
276
276
276
276
276
276
276
276
276
276
276
276
276
276
276
285
285
285
285
285
285
285
285
14.1
15
0
1
2
3
4
5
6
6.9
8
9
10
11
12
13
14
15
16
0
1
2
3.1
4.1
5.1
6.1
7
8.1
9.1
10
11
12
13
14.2
15.1
16
0
1.1
2.1
3
4
5.1
6
7.1
18.2
17.76
19.18
19.07
18.95
18.9
18.87
18.86
18.84
18.84
18.81
18.79
18.76
18.74
18.72
18.69
18.62
18.54
18.47
20.26
19.92
19.41
19.22
19.17
19.15
19.12
19.1
19.11
19.09
19.06
19.06
19.04
19.01
18.98
18.97
18.9
19.12
18.72
18.49
18.38
18.41
18.36
18.35
18.34
3.8
2.3
6.8
6.5
6.4
6.4
6.4
6.5
6.4
6.3
6.3
6.3
6.3
6.2
6.2
6.1
6.1
6
6
7.2
7.3
7.3
7.1
7
6.9
6.8
6.7
6.7
6.7
6.6
6.4
6.4
6.2
6.1
6.2
6.2
7.8
7.8
7.8
7.8
7.7
7.7
7.7
7.7
6.73
6.73
3.82
5.42
6.68
6.99
7
7.2
7.17
7.33
7.3
7.42
7.15
7.18
7.3
7.29
7.28
7.42
7.28
7.37
7.73
7.51
7.44
7.39
7.38
7.33
7.32
7.48
7.44
7.49
7.47
7.47
7.15
7.13
7.2
7.24
4.34
5.28
5.38
5.42
5.5
5.54
5.57
5.61
Appendix F Measurement Data of Water Quality at Avon Reservoir F-51
17-May-90
5-Jun-90
285
285
285
285
285
285
285
285
285
285
321
321
321
321
321
321
321
321
321
321
321
321
321
321
321
321
321
321
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
340
8
9
10.1
11.1
12
13
14
15.1
16
17
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17.1
0.5
1
2
3
4
5
5.9
7.1
8 i
9
9.9
11
12
13
14
15
18.36
18.31
18.33
18.26
18.26
18.19
17.99
17.7
17.44
17.39
16.63
16.64
16.63
16.61
16.61
16.55
16.55
16.6
16.61
16.6
16.6
16.59
16.54
16.59
16.58
16.57
16.38
16.2
14.62
14.63
14.52
14.5
14.44
14.44
14.48
14.49
14.47
14.48
14.43
14.46
14.45
14.44
14.36
14.36
7.5
7.4
7.4
7.4
7.4
7.4
7.5
7.6
7.7
7.7
10.4
10.4
10.4
10.4
10.4
10.5
10.5
10.4
10.4
10.4
10.4
10.5
10.5
10.5
10.5
10.5
10.6
10.7
7.7
7.7
7.6
7.5
7.4
7.5
7.5
7.4
7.4
7.4
7.4
7.4
7.3
7.3
7.4
7.4
5.58
5.76
5.72
5.75
5.77
5.75
5.77
5.8
5.8
5.8
5.42
5.42
5.39
5.4
5.41
5.41
5.4
5.39
5.34
5.33
5.36
5.34
5.36
5.37
5.33
5.37
5.34
5.35
1.78
4.33
4.56
4.85
5.02
5.11
5.2
5.24
5.28
5.25
5.32
5.35
5.31
5.31
5.33
5.34
Appendix F Measurement Data of Water Quality at Avon Reservoir F-52
340 16 14.26 7.4 5.34
Chl-a
DAVl
Table F-7 Measurements of Chi a at DAVl
Date
14-M-89
21-Jul-89
21-Aug-89
12-Sep-89
21-Sep-89
1 l-Oct-89
31-Oct-89
10-Jan-90
18-Jan-90
8-Feb-90
15-Feb-90
8-Mar-90
27-Mar-90
9-Apr-90
Julian Date 14 21 52 74 83 103 123 194 202 223 230 251 270 283
depth 0m
0.7 0.9 0.4 0.1 0.1 0.6 6.5 3.5 6 4.7 3.6 5.6 5.6
depth 3m
1 0.9 0.9 0.9 0.1 0.1 0.4 3.9 4.3 5.8 5.2 1.8 6 5.4
depth 6m
1 1.1 1 0.7 0.2 0.1 0.4 3.4 4.3 4.9 5.9 1.5 5.3 6
depth 9m
1 1.1 0.6 0.7 0.6 0.1 1 3.6 6.4 4.5 4.9 2.6 3.4 2.3
depth 12m
0.2 0.9 0.5 0.7 0.1 0.2 0.9 2.8 4.1 5.4 3 3.5 2 1.8
NH4-N, N0X and TKN
DAVl
Table F-8 Measurements ofNH4-N, NOx and TKN at DAVl
Date
14-Jul-89
Julian date
14
14
14
14
14
14
14
14
14
14
14
14
Depth(m)
0
3
6
9
12
15
18
24
30
36
42
48
NH4-N(mg/L)
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
NOx(mg/L)
0.06
0.06
0.05
0.05
0.06
0.06
0.05
0.06
0.04
0.06
0.05
0.05
TKN(mg/L)
0.21
Appendix F Measurement Data of Water Quality at Avon Reservoir F.53
21-Jul-89
21-Aug-89
12-Sep-89
21-Sep-89
21
21
21
21
21
21
21
21
21
21
21
21
52
52
52
52
52
52
52
52
52
52
52
52
74
74
74
74
74
74
74
74
74
74
74
74
83
83
83
83
83
83
83
83
0
3
6
9
12
15
18
24
30
36
42
48
0
3
6
9
12
15
18
24
30
36
42
48
0
3
6
9
12
15
18
24
30
36
42
48
0
3
6
9
12
15
18
24
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
0.04
0.03
0.02
0.02
0.02
0.03
0.02
0.01
0.03
0.02
0.01
0.02
0.01
0.01
<0.01
0.01
0.01
0.01
0.02
0.01
<0.01
0.06
<0.01
0.05
0.03
0.03
0.03
0.04
0.05
0.04
0.04
0.03
0.05
0.01
0.03
<0.01
<0.01
<0.01
0.05
0.04
0.04
0.04
0.04
0.04
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.04
0.04
0.06
0.04
0.04
0.04
0
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.03
0.19
0.05
0.03
0.16
0.05
0.03
0.03
0.06
0.34
0.32
0.11
0.11
Appendix F Measurement Data of Water Quality at Avon Reservoir F.54
ll-Oct-89
30-Oct-89
29-Nov-89
10-Jan-90
83
83
83
83
103
103
103
103
103
103
103
103
103
103
103
103
122
122
122
122
122
122
122
122
122
122
122
122
152
152
152
152
152
152
152
152
152
152
152
194
194
194
194
194
30
36
42
48
0
3
6
9
12
15
18
24
30
36
42
48
0
3
6
9
12
15
18
24
30
36
42
48
0
3
6
9
12
15
18
24
30
36
42
0
3
6
9
12
0.04
0.04
0.05
0.05
0
0.07
0.04
0.03
0.01
0
0.01
0.06
0.03
0.01
0.02
0.02
0.04
0.03
0.03
0.03
0.03
0.03
0
0.03
0.02
0
0
0
0
0
0
0
0
0
0
0.02
0.03
<0.01
0.06
0.14
0.13
0.15
0.19
0.15
0.03
0.03
0.03
0.03
0
0.01
0.01
0.01
0.02
0.01
0.02
0.03
0.02
0.03
0.03
0.02
0.01
0
0
<0.01
<0.01
<0.01
0.01
0.01
0.01
0.02
0.01
<0.01
0
0
0
0
0
0
0
0.01
0
0.01
0.02
<0.01
<0.01
<0.01
<0.01
<0.01
0.06
0.23
0.13
0.6
Appendix F Measurement Data of Water Quality at Avon Reservoir F-55
18-Jan-90
8-Feb-90
15-Feb-90
8-Mar-90
194
194
194
194
194
194
194
202
202
202
202
202
202
202
202
202
202
202
202
223
223
223
223
223
223
223
223
223
223
223
223
230
230
230
230
230
230
230
230
230
230
230
230
251
15
18
24
30
36
42
48
0
3
6
9
12
15
18
24
30
36
42
48
0
3
6
9
12
15
18
24
30
36
42
48
0
3
6
9
12
15
18
24
30
36
42
48
0
0.11
0.11
0.11
0.12
0.12
0.15
0.11
0.01
0.01
0.03
0.01
0.04
0.02
0.02
0.03
0.06
0.22
0.03
0.05
0.14
0.12
0.12
0.13
0.13
0.13
0.13
0.13
0.13
0.14
0.14
0.14
0.09
0.08
0.1
0.12
0.1
0.1
0.09
0.11
0.09
0.1
0.11
0.1
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
0.1
0.01
0.04
0.01
0.04
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
0.13
<0.01
<0.01
<0.01
<0.01
<0.01
0.09
0.35
0.52
0.18
Appendix F Measurement Data of Water Quality at Avon Reservoir F-56
27-Mar-90
9-Apr-90
7-May-90
251
251
251
251
251
251
251
251
251
251
251
270
270
270
270
270
270
270
270
270
270
270
270
283
283
283
283
283
283
283
283
283
283
283
283
311
311
311
311
311
311
311
311
311
3
6
9
12
15
18
24
30
36
42
48
0
3
6
9
12
15
18
24
30
36
42
48
0
3
6
9
12
15
18
24
30
36
42
48
0
3
6
9
12
15
18
24
30
<0.01
<0.01
<0.01
<0.01
0
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
0.02
0.01
0
0.01
0.01
0.01
0.02
0.02
0.03
0
0.03
0.04
<0.01
0
<0.01
<0.01
0
<0.01
<0.01
<0.01
0
0
<0.01
0
0.01
0
0.01
<0.01
<0.01
<0.01
<0.01
0.01
0
<0.01
<0.01
<0.01
0
0
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
0.53
<0.01
0.04
<0.01
0.36
<0.01
<0.01
<0.01
0.02
0.01
0.01
0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
0
0
<0.01
0
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
0.54
0.12
0.16
Appendix F Measurement Data of Water Quality at Avon Reservoir F-57
2 l-May-90
7-Jun-90
311
311
311
325
325
325
325
325
325
325
325
325
325
325
325
342
36
42
48
0
3
6
9
12
15
18
24
30
36
42
48
0.02
<0.01
<0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.02
0.01
0.01
0.02
<0.01
<0.01
<0.01
0.01
0.01
0.01
0.01
0.01
<0.01
<0.01
0.02
0.04
0.05
0.06
0.08
0.3
0.08
K Dissolved inorganic nitrogen = NH4-N + NOx
DAV7
Table F-9 Measurements ofNH4-N, NOx and TKN at DAVl
Date
5-Jan-89
5-Jan-89
5-Jan-89
5-Jan-89
5-Jan-89
5-Jan-89
5-Jan-89
16-Jan-89
16-Jan-89
16-Jan-89
16-Jan-89
16-Jan-89 1
16-Jan-89
16-Jan-89
3-Feb-89
3-Feb-89
3-Feb-89
3-Feb-89
Julian date Depth (m)
0
3
6
9
12
15
18
0
3
6
9
12
15
18
0
3
6
9
NH4-N (mg/L)
<0.01
<0.01
<0.01
0.01
0.03
0.05
0.07
0.01
0.01
0.01
0.01
0.02
0.04
0.07
0
0
0
0
NOx(mg/L)
0.01
0.01
0.01
0.04
0.03
0.03
0.04
0.01
0.01
0.01
0.01
0.03
0.03
0.04
0
0
0
0
TKN (mg/L)
0.14
0.14
0.14
0.18
0.22
0.22
0.22
0.07
0.14
0.13
0.11
0.08
0.13
0.15
0.1
0.1 0.17
0.08
Appendix F Measurement Data of Water Quality at Avon Reservoir F-58
3-Feb-89
3-Feb-89
3-Feb-89
14-Feb-89
14-Feb-89
14-Feb-89
14-Feb-89
14-Feb-89
14-Feb-89
14-Feb-89
l-Mar-89
l-Mar-89
l-Mar-89
l-Mar-89
l-Mar-89
l-Mar-89
l-Mar-89
14-Mar-89
14-Mar-89
14-Mar-89
14-Mar-89
14-Mar-89
14-Mar-89
14-Mar-89
l-Apr-89
l-Apr-89
l-Apr-89
l-Apr-89
l-Apr-89
l-Apr-89
l-Apr-89
l-Apr-89
l-Apr-89
2-Apr-89
2-Apr-89
2-Apr-89
2-Apr-89
2-Apr-89
2-Apr-89
2-Apr-89
6-Apr-89
6-Apr-89
6-Apr-89
6-Apr-89
12
15
18
0
3
6
9
12
15
18
0
3
6
9
12
15
18
0
3
6
9
12
15
18
0
3
6
9
12
13
14
15
18
0
3
6
9
12
15
18
0
3
6
9
0.01
0.02
0.07
0.01
0.01
0.01
0
0.01
0.03
0.09
0
0
0.01
<0.01
<0.05
0.04
0.06
<0.01
<0.01
0
0
0.02
0.02
0.14
0.01
0.02
0.01
0.02
0.02
0.01
0.01
0.01
0
<0.01
0.12
<0.01
<0.01
0.12
0.08
0
0
<0.01
<0.01
0
0
0
<0.01
<0.01
0.03
0.01
<0.01
<0.01
<0.01
<0.01
<0.01
0.02
0
0.02
0.03
0.03
0.01
<0.01
<0.01
0.01
0.02
0.03
0.01
<0.01
0
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
0.01
<0.01
0.04
0
0
0
0
0
0
0
0
0.07
0.12
0.15
0.54
0.74
0.37
0.51
0.44
0.44
0.51
0.42
0.41
0.5
0.52
0.63
0.46
0.32
0.16
0.1
0.12
0.11
0.06
0.17
0.18
0.22
0.24
0.67
0.18
0.32
0.33
0.54
0.46
0.31
0.15
0.07
0.19
0.12
0.06
0.24
0.13
0.06
0.02
0.37
0.28
6-Apr-89
6-Apr-89
6-Apr-89
18-Apr-89
18-Apr-89
18-Apr-89
18-Apr-89
18-Apr-89
18-Apr-89
18-Apr-89
l-May-89
l-May-89
l-May-89
l-May-89
l-May-89
l-May-89
l-May-89
9-Jun-89
9-Jun-89
9-Jun-89
9-Jun-89
9-Jun-89
9-Jun-89
9-Jun-89
3-Jul-89
3-Jul-89
3-Jul-89
3-Jul-89
3-Jul-89
3-Jul-89
3-Jul-89
30-Jul-89
30-Jul-89
30-Jul-89
30-Jul-89
30-Jul-89
30-Jul-89
9-Aug-89
9-Aug-89
9-Aug-89
9-Aug-89
9-Aug-89
9-Aug-89
5-Sep-89
3
3
3
3
3
3
3
30
30
30
30
30
30
40
40
40
40
40
40
67
12
15
18
0
3
6
9
12
15
18
0
3
6
9
12
15
18
0
3
6
9
12
15
18
0
3
6
9
12
15
18
0
3
6
9
12
15
0
3
6
9
12
15
0
<0.01
0.03
0.04
<0.01
<0.01
<0.01
<0.01
0.01
0.03
0.07
0.04
0.02
0.02
0
0.02
0
0.09
0.01
0.01
0.01
0.01
0.02
0.01
0
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
0.01
0.03
0.02
0.02
0.02
0.02
0.01
0.02
0.03
0.02
0.01
0.01
0.02
0.02
0.03
0.03
<0.01
0.01
0.01
<0.01
<0.01
0.15
<0.01
0.02
0.01
0.01
0.01
0.01
0.01
0.01
<0.01
0.01
<0.01
<0.01
0.03
0.01
0.01
0.01
0
0.01
0.01
0
0.01
0.01
0
0.01
0
0
<0.01
<0.01
0.01
0.01
0.01
0.03
0.01
0.01
<0.01
0.12
0.12
0.12
0.1
0.15
0.1
0.22
0.06
0.21
0.18
0.3
0.57
0.47
0.23
0.57
0.27
0.33
0.29
0.33
0.28
0.35
0.39
0.26
0.43
0.14
0.15
0.11
0.27
0.2
0.19
0.18
0.19
0.37
Appendix F Measurement Data of Water Quality at Avon Reservoir
5-Sep-89
5-Sep-89
5-Sep-89
5-Sep-89
19-Sep-89
19-Sep-89
19-Sep-89
19-Sep-89
19-Sep-89
19-Sep-89
6-Oct-89
6-Oct-89
6-Oct-89
6-Oct-89
6-Oct-89
6-Oct-89
2-Nov-89
2-Nov-89
2-Nov-89
2-Nov-89
2-Nov-89
2-Nov-89
22-Nov-89
22-Nov-89
22-Nov-89
22-Nov-89
22-Nov-89
22-Nov-89
27-Nov-89
27-Nov-89
27-Nov-89
8-Dec-89
8-Dec-89
8-Dec-89
8-Dec-89
8-Dec-89
8-Dec-89
14-Dec-89
14-Dec-89
14-Dec-89
14-Dec-89
14-Dec-89
I2-Jan-90
12-Jan-90
67
67
67
67
81
81
81
81
81
81
98
98
98
98
98
98
125
125
125
125
125
125
145
145
145
145
145
145
150
150
150
161
161
161
161
161
161
167
167
167
167
167
196
196
3
6
9
12
0
3
6
9
12
15
0
3
6
9
12
15
0
3
6
9
12
15
0
3
6
9
12
15
0
3
6
0
3
6
9
12
15
0
3
6
9
12
0
3
0.03
0.04
0
<0.01
0
0
0.05
0
0.02
<0.01
0.03
0.03
0.02
0.02
0.02
<0.01
0.05
0.04
0.04
0.03
0.05
0.07
0.03
0.03
0.04
0.02
0.08
0.08
0.02
0.02
0.01
0.06
0.06
0.12
0.08
0.09
0.08
0.02
0.03
0.02
0.06
0.04
0.21
0.15
0.01
0.01
0.01
<0.01
0.02
0.01
0.04
0.01
0.06
0.05
0.15
0.01
0.01
0
0.01
0.01
0.27
0
<0.01
<0.01
<0.01
0.03
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.0l
<0.01
<0.01
0.14
0.12
0.13
0.15
0.15
0.18
0
0
0.01
0.01
0.01
<0.01
<0.01
0.05
0.1
0.13
0.34
0.28
0.68
0.04
0.59
Appendix F Measurement Data of Water Quality at Avon Reservoir
I2-Jan-90
12-Jan-90
12-Jan-90
12-Jan-90
25-Jan-90
25-Jan-90
25-Jan-90
25-Jan-90
25-Jan-90
25-Jan-90
3-Feb-90
3-Feb-90
3-Feb-90
3-Feb-90
3-Feb-90
3-Feb-90
3-Feb-90
4-Feb-90
4-Feb-90
4-Feb-90
4-Feb-90
4-Feb-90
4-Feb-90
4-Feb-90
15-Feb-90
15-Feb-90
15-Feb-90
15-Feb-90
15-Feb-90
15-Feb-90
15-Feb-90
2-Mar-90
20-Mar-90
20-Mar-90
20-Mar-90
20-Mar-90
20-Mar-90
20-Mar-90
4-Apr-90
4-Apr-90
4-Apr-90
4-Apr-90
4-Apr-90
4-Apr-90
196
196
196
196
209
209
209
209
209
209
218
218
218
218
218
218
218
219
219
219
219
219
219
219
230
230
230
230
230
230
230
245
263
263
263
263
263
263
278
278
278
278
278
278
6
9
12
15
0
3
6
9
12
15
0
3
6
9
12
15
18
0
3
6
9
12
15
18
0
3
6
9
12
15
18
0
0
3
6
9
12
15
0
3
6
9
12
15
0.16
0.18
0.14
0.15
0.04
0.02
0.02
0.02
0.04
0.03
0.13
0.12
0.1
0.16
0.11
0.15
0.18
0.09
0.07
0.06
0.06
0.06
0.11
0.2
0.09
0.1
0.09
0.09
0.09
0.09
0.1
0.02
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
0.04
0.02
0.07
0.01
0.02
0.02
<0.01
0.76
<0.01
<0.01
0.01
0.01
0.01
0.01
0.02
0.03
<0.01
0.03
0.04
0.01
0.01
0.01
0.03
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
0.05
0.05
0.04
0.04
0.04
0.05
0.03
<0.01
0.03
0.03
0.02
0.02
0.53
0.02
0.01
0.01
0.01
0.01
0.01
0.01
0.29
0.63
0.22
0.21
0.1
0.16
Appendix F Measurement Data of Water Quality at Avon Reservoir
20-Apr-90
20-Apr-90
20-Apr-90
20-Apr-90
20-Apr-90
20-Apr-90
20-Apr-90
1 l-May-90
1 l-May-90
1 l-May-90
H-May-90
1 l-May-90
1 l-May-90
1 l-May-90
15-May-90
15-May-90
15-May-90
15-May-90
15-May-90
15-May-90
15-May-90
29-May-90
29-May-90
29-May-90
29-May-90
29-May-90
29-May-90
29-May-90
8-Jun-90
8-Jun-90
8-Jun-90
8-Jun-90
8-Jun-90
8-Jun-90
8-Jun-90
21-Jun-90
21-Jun-90
21-Jun-90
21-Jun-90
21-Jun-90
21-Jun-90
21-Jun-90
294
294
294
294
294
294
294
315
315
315
315
315
315
315
319
319
319
319
319
319
319
333
333
333
333
333
333
333
343
343
343
343
343
343
343
356
356
356
356
356
356
356
0
3
6
9
12
15
18
0
3
6
9
12
15
18
0
3
6
9
12
15
18
0
3
6
9
12
15
18
0
3
6
9
12
15
18
0
3
6
9
12
15
18
<0.01
0
<0.01
0.01
0
<0.01
0.02
<0.01
0.02
0.01
0.03
0
0.01
0.01
0.02
0.02
0.01
0.01
0.02
0.02
0.01
0.04
0.04
0.04
0.03
0.03
0.04
0.04
0.02
0.02
0.07
0.02
0.02
0.02
0.02
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.02
0
0
0.01
0
0
0.01
<0.01
0
0
0.02
0
0.01
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
<0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.1
0.01
0.01
0.01
0.01
0.01
0.01
0.1
0.06
0.16
0.18
0.07
0.14
Appendix F Measurement Data of Water Quality at Avon Reservoir F-63
DAV6, DAV12 and DAV14
Table F-10 Measurements of TKN at water surface atDAV6, DAV12 andDAVU
Date
24-Jan-89
22-Feb-89
15-Mar-89
20-Apr-89
23-May-89
19-Jun-89
21-Jul-89
21-Aug-89
12-Sep-89
ll-Oct-89
10-Jan-90
8-Feb-90
15-Feb-90
8-Mar-90
7-May-90
Julian date
21 52 74 103 194.7
223 230 251 311
DAV6 TKN (mg/L)
0.28
0.16
0.1 0.12
0.09
0.13
0.24
0.09
0.1 0.6 0.26
0.45
0.18
0.12
DAV12 TKN (mg/L)
0.24
0.32
0.07
0.18
0.06
0.28
0.27
0.2 0.08
0.56
0.32
0.51
0.39
0.16
DAV14 TKN (mg/L)
0.47
0.39
0.22
0.36
0.45
0.18
0.27
0.15
0.14
0.58
0.17
0.48
0.12
0.12
Appendix G Measurements of Fe and Mn Concentrations at Avon Reservoir G-l
Appendix G MEASUREMENTS OF Fe AND Mn
CONCENTRATIONS AT AVON RESERVOIR Sources: Sivakumar, M. and Amino, N. (1990). Upper Avon Destratification. Water Engineering and geomechanics Research Program, University of Wollongong, 1990, 134pp.
DAVl
Table 0-1 Measurement data for iron and manganese levels at DAVl
Date (m/d/y)
12/6/8S
1/5/9C
2/1/90
3/1/90
3/12/90
4/6/90
Julian Date
> 15S
15S 15S 159 155 159 189 189 189 189 189 189 216 216 216 216 216 216 244 244 244 244 244 244 255 255 255 255 255 255 280 280 280 280 280
Depth (m) ) ;
> 1
n 25 45 55 3 7 13 20 40 52 3 7 13 20 40 52 3 7 15 19 30 40 3 7 12 17 25 40 3 7 12 17 25
Fe+2 (mg/L)
0.(E
o.a 0.014
0.04
0.029
0.025
0.004
0.004
0.05
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.004
0.02
0.004
0.004
0.004
0.01
0.004
0.004
0.16
0.07
0.02
0.01
0.08
0.04
0.01
0.05
0.004
0.004
0.004
TFe (mg/L)
i o.o; '. oo: 1 0.02
0.05
0.08
0.04
C 0
0.36
0 0.07
0.12
0.07
0.03
0.02
0.04
0.05
0.07
0.11
0.07
0.06
0.02
0.004
0.03
0.36
0.12
0.18
0.01
0.09
0.24
0.09
0.06
0.11
0.02
0.04
Mn+2(mg/L)
I 0.001
0.001
0.001
0.005
0.016
0.01
0.02
0.01
0.1 0.03
0.04
0.08
0.01
0.004
0.004
0.04
0.04
0.08
0.01
0.004
0.004
0.004
0.02
0.03
0.004
0.004
0.004
0.004
0.02
0.04
0.004
0.004
0.005
0.01
0.02
T M n (mg/L)
0.004
0.006
0.01
0.01
0.024
0.015
0.03
0.02
0.13
0.03
0.05
0.1 0.03
0.02
0.01
0.04
0.05
0.09
0.04
0.03
0.03
0.03
0.05
0.06
0.06
0.02
0.02
0.01
0.04
0.04
0.004
0.004
0.01
0.01
0.03
Appendix G Measurements ofFe and Mn Concentrations at Avon Reservoir G_2
5/17/90
6/7/90
280 321 321 321 321 321 321 342 342 342 342 342 342
40 5 18 22 30 40 50 5 18 22 30 40 50
0.004
0.05
0.04
0.01
0.03
0.02
0.05
0.04
0.004
0.02
0.004
0.004
0.004
0.06
0.12
0.1 0.09
0.09
0.13
0.16
0.15
0.08
0.17
0.08
0.06
0.11
0.03
0.02
0.03
0.06
0.06
0.08
0.11
0.03
0.02
0.07
0.03
0.08
0.14
0.03
0.02
0.04
0.07
0.06
0.09
0.12
0.03
0.03
0.07
0.03
0.09
0.15
DAV6
Table G-2 Measurement data for iron and manganese levels atDAV6
Date (m/d/y)
12/6/89
1/5/90
2/1/90
3/1/90
3/12/90
Julian Date
159 159 159 159 159 159 189 189 189 189 189 189 216 216 216 216 216 216 244 244 244 244 244 244 255 255 255
Depth (m)
3 7 13 20 25 30 3 7 12 20 24 33 3
J 12 20 24 33 _3 9 16 23 30 38 3 7 13
Fe+2 (mg/L)
0.014
0.058
0.036
0.005
0.036
0.028
0.004
0.004
0.004
0.08
0.18
0.31
0.05
0.07
0.04
0.04
0.04
0.07
0.004
0.004
0.004
0.004
0.004
0.07
0.004
0.01
0.12
TFe (mg/L)
0.036
0.058
0.044
0.191
0.213
0.238
0.004
0.03
0.03
0.28
0.34
0.41
0.06
0.08
0.09
0.2 0.22
0.24
0.004
0.02
0.01
0.28
0.32
0.31
0.05
0.06
0.28
M n + 2 (mg/L)
0.002
0.002
0.006
0.049
0.068
0.079
0.02
0.03
0.03
0.09
0.1 0.12
0.03
0.03
0.06
0.14
0.15
0.16
0.004
0.004
0.03
0.15
0.18
0.16
0.004
0.01
0.05
T M n (mg/L)
0.012
0.007
0.012
0.07
0.082
0.094
0.03
0.03
0.04
0.12
0.14
0.16
0.04
0.04
0.07
0.15
0.16
0.17
0.02
0.04
0.06
0.2 0.2
0.22
0.01
0.01
0.06
Appendix G Measurements ofFe and Mn Concentrations at Avon Reservoir
4/6/90
5/17/90
6/7/90
255 255 255 280 280 280 280 280 280 321 321 321 321 321 321 342 342 342 342 342
17 25 35 0 3 13 17 25 35 5 20 22 26 31 35 5 10 20 31 35
0.02
0.004
0.06
0.01
0.004
0.03
0.01
0.26
0.06
0.08
0.07
0.12
0.06
0.11
0.24
0.004
0.004
0.03
0.01
0.01
0.14
0.32
0.39
0.05
0.09
0.15
0.18
0.3 0.5 0.17
0.23
0.18
0.42
0.8 1.05
0.12
0.11
0.13
0.53
0.12
0.04
0.17
0.18
0.004
0.004
0.004
0.03
0.16
0.22
0.03
0.08
0.12
0.25
0.36
0.39
0.03
0.03
0.03
0.38
0.04
0.04
0.18
0.18
0.004
0.004
0.01
0.04
0.17
0.23
0.03
0.09
0.13
0.27
0.38
0.41
0.04
0.04
0.04
0.4 0.04
DAV12
Table G-3 Measurement data for iron and manganese levels at DAVl 2
Date
12/6/89
1/5/90
1/17/90
2/5/90
Julian Date
159 159 159 159j
159 159 189 189 189 189 189 201 201 201 201 201 201 220 220
Depth (m)
3 7 13 18 22j 28 3 7 18 22 25 3 7 14 18 22 25 3 7
Fe+2 (mg/L)
0.014
0.058
0.036
0.005
0.036
0.028
0.1 0.17
0.004
0.04
0.004
0.004
0.004
0.12
0.004
0.004
0.05
0.03
0.1
TFe (mg/L)
0.056
0.117
0.196
0.277
0.07
0.091
0.1 0.17
0.37
0.53
0.7 0.004
0.04
0.17
0.21
0.54
0.72
0.19
0.42
Mn+2 (mg/L)
0.01
0.002
0.07
0.131
0.02
0.014
0.04
0.05
0.15
0.19
0.24
0.004
0.004
0.1 0.12
0.21
0.25
0.03
0.05
T M n (mg/L)
0.016
0.011
0.088
0.154
0.023
0.022
0.04
0.05
0.23
0.21
0.25
0.03
0.04
0.11
0.13
0.22
0.25
0.06
0.1
Appendix G Measurements ofFe and Mn Concentrations at Avon Reservoir
2/26/90
3/1/90
3/5/90
3/12/90
3/20/90
4/2/90
4/6/90
4/23/90
220 220 220 220 241 241 241 241 241 244 244 244 244 244 248 248 248 248 248 248 255 255 255 255 255 255 263 263 263 263 263 263 276 276 276 276 276 276 280 280 280 280 280 280 297 297 297
14 18 22 25 3 12 17 22 27 3 12 17 22 25 1 4 10 16 22 26 3 7 13 17 22 25 3 7 14 18 22 27 0 3 7 14 18 22 3 7 17 21 24 27 3 10 15
0.08
0.03
0.02
0.02
0.004
0.004
0.004
0.004
0.004
0.02
0.03
0.01
0.06
0.02
0.004
0.004
0.03
0.02
0.004
0.004
0.004
0.04
0.06
0.004
0.004
0.14
0.004
0.004
0.01
0.004
0.004
0.004
0.07
0.05
0.07
0.08
0.09
0.08
0.03
0.03
0.1 0.05
0.03
0.07
0.03
0.04
0.12
0.53
0.41
0.73
1.03
0.1 0.05
0.24
0.56
0.17
0.03
0.14
0.01
0.37
0.73
0.02
0.09
0.26
0.19
0.63
0.81
0.09
0.23
0.42
0.29
0.89
0.95
0.15
0.22
0.33
0.32
0.62
0.92
0.13
0.13
0.22
0.32
0.41
0.58
0.13
0.18
0.4 0.16
0.76
1.04
0.16
0.17
0.4
0.13
0.15
0.27
0.35
0.01
0.01
0.09
0.22
0.05
0.004
0.03
0.004
0.24
0.3 0.01
0.01
0.08
0.11
0.3 0.36
0.004
0.03
0.07
0.08
0.28
0.29
0.01
0.005
0.08
0.08
0.19
0.28
0.03
0.03
0.03
0.03
0.03
0.03
0.004
0.004
0.04
0.01
0.24
0.35
0.04
0.04
0.06
0.15
0.18
0.3 0.37
0.02
0.03
0.1 0.23
0.06
0.03
0.06
0.03
0.26
0.34
0.01
0.02
0.12
0.13
0.34
0.37
0.02
0.06
0.09
0.09
0.3 0.31
0.02
0.04
0.08
0.09
0.21
0.29
0.04
0.04
0.06
0.09
0.14
0.22
0.01
0.02
0.06
0.02
0.26
0.36
0.05
0.05
0.07
Appendix G Measurements ofFe and Mn Concentrations at Avon Reservoir
5/15/90
6/5/90
297 297 297 319 319 319 319 319 319 319 340 340 340 340 340
20 25 30 7 17 20 22 26 28 30 0 7 17 22 28
0.05
0.06
0.1 0.004
0.07
0.08
0.07
0.004
0.11
0.19
0.02
0.02
0.03
0.01
0.77
0.59
0.82
1.4 0.26
0.73
0.74
1.35
0.25
3.64
3.79
0.16
0.17
0.15
0.24
2.05
0.15
0.29
0.43
0.03
0.04
0.1 0.29
0.04
0.64
0.65
0.02
0.02
0.02
0.03
0.54
0.16
0.3 0.45
0.03
0.05
0.11
0.3 0.04
0.65
0.65
0.02
0.03
0.03
0.04
0.54
DAV7
Table G-4 Measurement data for iron and manganese levels at DAVl
Date (m/d/y)
12/8/89
mum
1/5/90
1/17/90
2/1/90
Julian Date
161 161 161 161 161 161 167 167 167 167 167 167 189 189 189 189 189 201 201 201 201 201 201 216 216
Depth(m)
0 4 9 13 17 20 2 9 13 15 17 19 3 9 13 15 17 2 9 13 15
\ 17
19 3 9
Fe(II)(mg/L)
0.03
0.01
0.1 0.17
0.07
0.07
0.097
0.111
0.2 0.178
0.156
0.152
0.1 0.19
0.39
0.28
0.004
0.004
0.004j
0.004
0.36j
0.03
0.004
0.06
0.13
TFe(mg/L)
0.08
0.08
0.34
0.87
0.61
0.56
0.104
0.233
0.533
0.395
0.413
0.44
0.11
0.3 0.43
0.43
0.08
0.05
0.12
0.35
0.46
0.57
0.62
0.1 0.19
Mn(II) (mg/L)
0.01
0.001
0.049
0.199
0.374
0.395
0.014
0.031
0.139
0.144
0.162
0.174
0.04
0.07
0.13
0.15
0.21
0.004
0.03
0.1 0.15
0.21
0.25
0.03
0.08
T M n (mg/L)
0.011
0.003
0.058
0.224
0.443
0.43
0.015
0.032
0.162
0.164
0.182
0.19
0.04
0.07
0.14
0.16
0.3 0.04
0.05
0.11
0.15
0.21
0.25
0.04
0.11
Appendix G Measurements ofFe and Mn Concentrations at Avon Reservoir
2/5/90
2/26/90
3/1/90
3/5/90
3/12/90
3/20/90
4/2/90
4/6/90
216 216 216 216 220 220 220 220 220 220 241 241 241 241 241 241 244 244 244 244 244 244 248 248 248 248,
248 248 255 255 255 255 255 263 263 263 263 263 263 276 276 276 276 276 276 280 280 280 280 280
13 15 17 19 2 9 13 15 17 19 3 7 10 13 17 20 3 7 10 13 17 20 3 7 10 13 17 20 3 7 15 18 22 0 3 7 13 17 20 0 3 7 13 17 20 3 7 12 17 19
0.05
0.01
0.05
0.04
0.02
0.06
0.07
0.08
0.004
0.004
0.004
0.01
0.04
0.05
0.004
0.004
0.004
0.06
0.004
0.08
0.004
0.05
0.004
0.004
0.004
0.004
0.004
0.004
0.1 0.004
0.004
0.11
0.02
0.004
0.004
0.004
0.004
0.004
0.004
0.14
0.02
0.02
0.01
0.004
0.01
0.11
0.1 0.07
0.06
0.1
0.25
0.26
0.38
0.44
0.28
0.49
0.55
0.81
0.92
0.8 0.18
0.22
0.3 0.4 0.99
1 0.004
0.18
0.26
0.28
0.004
0.31
0.2 0.21
0.27
0.25
0.43
0.63
0.43
0.36
0.4 0.61
1 0.3 0.24
0.22
0.29
0.34
0.65
0.15
0.29
0.27
0.26
0.31
0.34
0.37
0.39
0.37
0.41
0.61
0.13
0.15
0.23
0.29
0.02
0.06
0.08
0.11
0.2 0.29
0.004
0.004
0.02
0.06
0.28
0.37
0.004
0.004
0.01
0.07
0.01
0.07
0.06
0.07
0.09
0.07
0.17
0.26
0.07
0.06
0.1 0.16
0.28
0.05
0.04
0.04
0.03
0.06
0.21
0.03
0.06
0.06
0.06
0.06
0.13
0.03
0.02
0.02
0.02
0.11
0.18
0.2 0.3
0.31
0.03
0.12
0.13
0.15
0.26
0.31
0.01
0.01
0.03
0.07
0.31
0.38
0.03
0.04
0.06
0.12
0.03
0.14
0.07
0.08
0.11
0.1 0.18
0.28
0.09
0.09
0.12
0.18
0.29
0.07
0.06
0.06
0.06
0.09
0.22
0.04
0.08
0.08
0.08
0.09
0.14
0.04
0.05
0.04
0.05
0.13
Appendix G Measurements ofFe and Mn Concentrations at Avon Reservoir G-7
6/5/90
280 340 340 340 340
21 0 5 15 20
0.12
0.05
0.07
0.05
0.1
0.57
0.17
0.16
0.17
0.17
0.1 0.02
0.02
0.01
0.02
0.11
0.02
0.02
0.02
0.02
DAV9
Table G-5 Measurement data for iron and manganese levels atDAV9
Date
8-Dec-89
14-Dec-89
17-Jan-90
5-Feb-90
26-Feb-90
5-Mar-90
Julian Date
161 161 161 161 161 161 167 167 167 167 167 167 201 201 201 201 201 201 220 220 220 220 220 220 241 241 241 241 241 241 248 248 248 248
Depth (m)
0 3 6 9 12 16 2 6 9 12 14 15 2 6 9 12 14 15 2 6 9 12 14 15 0
J 7 10 13 16 1 4 7 10
Fe+2(mg/L)
0.01
0.01
0.03
0.09
0.04
0.04
0.049
0.048
0.078
0.165
0.223
0.148
0.01
0.01
0.01
0.01
0.01
0.05
0.01
0.11
0.12
0.13
0.17
0.12
0.01
0.01
0.04
0.01
0.01
0.01
0.01
0.01
0.01
0.02
TFe (mg/L)
0.06
0.07
0.1 0.27
0.86
0.54
0.113
0.133
0.216
0.429
0.513
0.508
0.01
0.07
0.08
0.2 0.3 0.32
0.21
0.35
0.46
0.67
0.82
0.66
0.11
0.18
0.33
0.24
0.26
r 0.53
0.03
0.28
0.22
0.4
Mn+2(mg/L)
0.01
0.001
0.005
0.054
0.169
0.335
0.016
0.004
0.016
0.096
0.148
0.158
0.01
0.01
0.03
0.08
0.11
0.12
0.02
0.04
0.04
|_ 0.05
0.07
0.1 0.01
0.01
0.01
0.01
0.05
0.16
0.01
0.04
0.08
0.09
TMn(mg/L)
0.012
0.005
0.01
0.059
0.196
0.39
0.017
0.011
0.027
0.109
0.167
0.172
0.03
0.04
0.05
0.1 0.12
0.12
0.04
0.05
0.06
0.07
0.09
0.13
0.01
0.01
0.02
0.03
0.07
0.18
0.01
0.06
0.1 0.14
Appendix G Measurements ofFe and Mn Concentrations at Avon Reservoir
20-Mar-90
2-Apr-90
23-Apr-90
5-Jun-90
248 248 263 263 263 263 263 263 276 276 276 276 276 276 297 297J
297 297 297 297 340 340 340 340 340
12 14 0 6 9 12 15 17 0 3 6 9 12 15 3 7 10 13 15 17 1 5 8 12 15
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.09
0.03
0.02
0.01
0.04
0.03
0.08
0.02
0.13
0.02
0.04
0.06
0.09
0.02
0.02
0.02
0.01
0.01
0.33
0.3 0.1 0.18
0.16
0.24
0.31
0.37
0.08
0.11
0.2 0.23
0.12
0.36
0.16
0.16
0.21
0.26
0.33
0.37
0.16
0.16
0.16
0.13
0.12
0.11
0.11
0.005
0.005
0.02
0.03
0.05
0.08
0.02
0.02
0.04
0.05
0.02
0.07
0.02
0.02
0.02
0.03
0.03
0.04
0.02
0.02
0.02
0.01
0.01
0.13
0.13
0.005
0.03
0.04
0.05
0.07
0.1 0.03
0.03
0.06
0.07
0.03
0.1 0.02
0.02
0.03
0.04
0.04
0.05
0.02
0.02
0.02
0.02
0.02
DAV13
Table G-6 Measurement data for iron and manganese levels at DAVl 3
Date
8/12/89
14/12/89
17/01/90
Julian Date
161
161
161
161
161
161
167
167
167
167
167
167
201
Depth (m)
0
2
4
6
8
10
2
4l
6
8
10
12
2
Fe+2(mg/L)
0.03
0.03
0.01
0.03
0.05
0.01
0.081
0.054
0.059
0.127
0.205
0.413
0.01
TFe (mg/L)
0.11
0.11
0.11
0.17
0.17
0.22
0.171
0.159
0.172
0.32
0.491
1.397
0.2
Mn+2(mg/L)
0.015
0.01
0.001
0.015
0.025
0.035
0.014
0.004
0.002
0.008
0.008
0.118
0.02
TMn(mg/L)
0.021
0.015
0.007
0.026
0.038
0.047
0.023
0.02
0.014
0.025
0.029
0.14
0.09
Appendix G Measurements ofFe andMn Concentrations at Avon Reservoi,
5/02/90
26/02/90
5/03/90
20/03/90
2/04/90
23/04/90
201
201
201
201
201
201
220
220
220
220
220
220
241
241
241
241
241
241
248
248
248
248
248
248
263
263
263
263
263
263
276
276
276
276
276
276
297
297
297
297
297
6
10
11
12
13
14
2
6
10
12
13
15
0
3
6
10
13
16
1
4
6
8
10
13
0
3
6
10
13
17
0
3
6
10
13
15
3
6
9
13
15
0.01
0.04
0.04
0.02
0.71
0.57
0.06
0.1
0.06
0.07
0.11
0.12
0.01
0.04
0.02
0.01
0.35
0.33
0.01
0.01
0.01
0.03
0.02
0.05
0.01
0.01
0.01
0.01
0.01
0.08
0.11
0.09
0.12
0.09
0.11
0.14
0.03
0.05
0.07
0.04
0.07
0.17
0.68
1.1
2.27
4.45
4.25
0.39
0.43
0.4
0.35
0.39
0.6
0.06
0.25
0.56
0.63
0.97
2.76
0.21
0.26
0.29
0.32
0.36
0.69
0.47
0.41
0.42
0.41
0.42
0.73
0.39
0.4
0.41
0.44
0.52
0.65
0.2
0.2
0.23
0.29
0.35
0.03
0.05
0.11
0.39
0.48
0.47
0.07
0.07
0.07
0.07
0.07
0.11
0.02
0.02
0.03
0.03
0.08
0.5
0.04
0.06
0.06
0.06
0.05
0.04
0.05
0.04
0.06
0.05
0.06
0.06
0.05
0.04
0.04
0.04
0.04
0.05
0.02
0.03
0.03
0.03
0.04
0.08
0.09
0.13
0.39
0.48
0.47
0.08
0.13
0.07
0.08
0.12
0.15
0.02
0.03
0.04
0.05
0.1
0.52
0.08
0.1
0.11
0.12
0.12
0.1
0.09
0.09
0.09
0.1
0.1
0.1
0.08
0.1
0.1
0.1
0.1
0.11
0.03
0.03
0.04
0.04
0.05
Appendix G Measurements ofFe andMn Concentrations at Avon Reservoir
15/05/90
5/06/90
297
319
319
319
319
319
340
340
340
17
1
4
7
10
14
1
7
14
0.05
0.07
0.03
0.04
0.09
0.07
0.06
0.02
0.09
0.37
0.32
0.32
0.33
0.33
0.36
0.17
0.16
0.17
0.04
0.04
0.04
0.04
0.04
0.04
0.02
0.02
0.02
0.05
0.04
0.04
0.04
0.05
0.05
0.02
0.02
0.02
DAV14
Table G-l Measurement data for iron and manganese levels atDAV14
Date
6/12/89
1/02/90
1/03/90
12/03/90
6/04/90
Julian Date
159 159 159 159 159 159 216 216 216 216 216 216 244 244 244 244 244 244 255 255 255 255 255 255 280 280 280 280 280 280
Depth(m)
3 7 10 15 20 25 3 7 10 15 20 25 3 7 13 17 21 25 3 7 11 17 21 25 3 7 13 17 22 25
Fe+2(mg/L)
0.06
0.069
0.213
0.144
0.184
0.244
0.04
0.04
0.05
0.05
0.04
0.04
0.01
0.08
0.21
0.06
0.01
0.01
0.03
0.01
0.01
0.1 0.12
0.01
0.04
0.04
0.09
0.26
3.3 0.15
TFe (mg/L)
0.07
0.147
0.274
0.354
0.405
0.632
0.11
0.12
0.18
0.51
0.55
0.67
0.03
0.08
0.22
0.07
1.26
1 0.2 0.25
0.2 0.97
1.97
1.61
0.15
0.23
0.52
0.98
3.64
2.53
Mn+2(mg/L)
0.007
0.003
0.021
0.096
0.127
0.157
0.03
0.03
0.07
0.24
0.29
0.31
0.01
0.01
0.02
0.01
0.34
0.3 0.02
0.01
0.02
0.19
0.36
0.34
0.02
0.02
0.04
0.06
0.38
0.38
TMn(mg/L)
0.011
0.008
0.028
0.134
0.164
0.191
0.04
0.03
0.09
0.28
0.3 0.34
0.03
0.04
0.06
0.04
0.39
0.32
0.02
0.03
0.03
0.22
0.38
0.35
0.02
0.03
0.05
0.07
0.39
0.38
Appendix G Measurements ofFe andMn Concentrations at Avon Reservoir G-11
17/05/90
7/06/90
321 321 321 321 321 321 342 342 342 342
7 21 23 25 27 29 0 7 15 25
0.06 1.02
4.92
4.98 4.36 4.01 0.02
0.06 0.01
1.59
0.25 2.41
5.13 5.16 4.73 4.76 0.11 0.12
0.13 2.68
0.02
0.43 0.55 0.55 0.55 0.56 0.03 0.03 0.03 0.5
0.03 0.44
0.55 0.56 0.56 0.56 0.03 0.03 0.03
0.51