Lower Passaic River Restoration Project Draft Hydrodynamic Modeling Report

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Lower Passaic River
Restoration Project
Draft
Hydrodynamic Modeling Report
April 2006
PREPARED BY:
HydroQual, Inc.
1200 MacArthur Blvd.
Mahwah, NJ 07430
UNDER CONTRACT TO:
Malcolm Pirnie, Inc.
104 Corporate Park Drive
White Plains, NY 10602
FOR:
US Environmental Protection Agency
Region 2
US Army Corps of Engineers
Kansas City District
Contract No.
DACW41-02-D-0003
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introductionNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN QMQ@
QNQ@ backgroundNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN QMQ@
QNR@ study@area@physical@setting NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN QMS@
QNS@ conceptual@site@model@HcsmI NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN QMT@
R@
hydrodynamic@modelNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN RMQ@
RNQ@ introductionNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN RMQ@
RNR@ rationale@for@a@threeMdimensional@modeling@framework NNNNNNN RMS@
RNS@ model@domainNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN RMT@
RNT@ hydrodynamic@modeling@framework NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN RMU@
RNU@ flooding@and@dryingNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN RMX@
RNV@ grid@design NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN RMY@
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boundary@forcing NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN SMQ@
SNQ@ tidal@elevation NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN SMQ@
SNR@ salinity@and@temperatureNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN SMS@
SNS@ meteorological@data NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN SMS@
SNT@ river@dischargeNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN SMS@
SNU@ wastewater@discharges NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN SMV@
SNUNQ@ w“”…—”…’@t’…”…Ž”@pŒŽ”“ NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN SMV@
SNUNR@ c‚‰Ž…„@s…—…’@o–…’†Œ—“@Ž„@s”’—”…’@r•Ž†† NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN SMV@
SNV@ close@examination@of@freshwater@inflows@in@the@passaic@river@
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model@calibration NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMQ@
TNQ@ available@field@survey@data@for@model@calibrationNNNNNNNNNNNNNNNNNNNNNNN TMQ@
TNR@ model@calibration@using@battelle@and@meri@data@Hwy@QYYUINNNNNNNNN TMS@
TNRNQ@ t……’”•’…@Ž„@sŒ‰Ž‰”™NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMS@
TNS@ model@calibration@using@the@tsi@data@Hwy@QYYU@and@QYYVI NNNNNNNNNNNNNNNNN TMT@
TNSNQ@ t‰„Œ@eŒ…–”‰Ž“ NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMT@
TNSNR@ c•’’…Ž”@v…Œƒ‰”‰…“NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMY@
TNSNS@ t……’”•’…@Ž„@cŽ„•ƒ”‰–‰”™NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMQR@
TNT@ model@calibration@with@data@collected@by@imcs@of@rutgers@
universityZ@RPPPMRPPTNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMQT@
TNTNQ@ m„…Œ@cŒ‰‚’”‰Ž@—‰”ˆ@RPPPMRPPR@imcs@d”@s…”NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMQT@
TNTNQNQ@ t‰„Œ@eŒ…–”‰Ž“NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMQT@
TNTNQNR@ c•’’…Ž”@v…Œƒ‰”‰…“ NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMQW@
TNTNQNS@ t……’”•’…NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMQY@
TNTNQNT@ sŒ‰Ž‰”™NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMRP@
TNTNR@ m„…Œ@cŒ‰‚’”‰Ž@—‰”ˆ@RPPT@imcs@d”@s…”NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMRQ@
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t‚Œ…@TMVN@@@ m˜‰•@d…”ˆ“@†@b‰Ž“@‰Ž@adcp@m…“•’……Ž”“NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMQQ@
t‚Œ…@TMWN@@@
s”‰“”‰ƒŒ@e–Œ•”‰Ž@†@m„…Œ@p…’†’Žƒ…@†’@c•’’…Ž”@m…”…’@d” NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMQR@
t‚Œ…@TMXN@@@ s””‰“”‰ƒŒ@e–Œ•”‰Ž@†@m„…Œ@p…’†’Žƒ…@†’@eŒ…–”‰ŽNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMQU@
t‚Œ…@TMYN@@@ c’‰“Ž@†@h’Ž‰ƒ@cŽ“”Ž”“@†’@eŒ…–”‰ŽZ NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMQU@
t‚Œ…@TMQPN@@ s”‰“”‰ƒŒ@e–Œ•”‰Ž@†@m„…Œ@p…’†’Žƒ…@†’@c•’’…Ž”@v…Œƒ‰”‰…“NNNNNNNNNNNNNNNNNNNNNNNNN TMQX@
t‚Œ…@TMQQN@@@@ s””‰“”‰ƒŒ@e–Œ•”‰Ž@†@m„…Œ@p…’†’Žƒ…@†’@t……’”•’…NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMQY@
t‚Œ…@TMQRN@@@ s””‰“”‰ƒŒ@e–Œ•”‰Ž@†@m„…Œ@p…’†’Žƒ…@†’@sŒ‰Ž‰”™NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMRP@
t‚Œ…@TMQSN@@@ s””‰“”‰ƒŒ@e–Œ•”‰Ž@†@m„…Œ@p…’†’Žƒ…@†’@eŒ…–”‰ŽNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMRQ@
t‚Œ…@TMQTN@@@ c’‰“Ž@†@h’Ž‰ƒ@cŽ“”Ž”“@†’@w”…’@eŒ…–”‰ŽZ NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMRR@
t‚Œ…@TMQUN@@@ s””‰“”‰ƒŒ@e–Œ•”‰Ž@†@m„…Œ@p…’†’Žƒ…@†’@adcp@”@mR@HRPPTINNNNNNNNNNNNNNNNNNNN TMRT@
t‚Œ…@TMQVN@@@ c’‰“Ž@†@h’Ž‰ƒ@cŽ“”Ž”“@†’@adcp@”@mRZNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMRT@
t‚Œ…@TMQWN@@@ s””‰“”‰ƒŒ@e–Œ•”‰Ž@†@m„…Œ@p…’†’Žƒ…@†’@adcp@”@mS@HRPPTINNNNNNNNNNNNNNNNNNNN TMRW@
t‚Œ…@TMQXN@@@ c’‰“Ž@†@h’Ž‰ƒ@cŽ“”Ž”“@†’@adcp@”@mSZNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN TMRW@
@
@
vii@
QMQ@
SECTION 1
1 INTRODUCTION
QNQ@
background@
tˆ…@l—…’@p““‰ƒ@r‰–…’@‰“@”ˆ…@QWM‰Œ…@”‰„Œ@“”’…”ƒˆ@†@”ˆ…@p““‰ƒ@†’@”ˆ…@d•Ž„……@d@”@
‰”“@ƒŽ†Œ•…Žƒ…@—‰”ˆ@”ˆ…@”‰„Œ@—”…’“@†@n…—’‹@b™N@@d•’‰Ž‡@”ˆ…@QXPP“@Ž„@”ˆ’•‡ˆ@”ˆ…@RP”ˆ@ƒ…Ž”•’™L@
”ˆ‰“@“…ƒ”‰Ž@†@”ˆ…@p““‰ƒ@r‰–…’@‚…ƒ…@”ˆ…@ƒ…Ž”…’@†@‰Ž”…Ž“…@‰Ž„•“”’‰Œ@Ž„@•’‚Ž@„…–…Œ…Ž”L@Ž„@
“@ @ ’…“•Œ”@ ’…ƒ…‰–…„@ Ž@ ’’™@ †@ ƒŽ”‰ŽŽ”“@ ”ˆ”@ „…‡’„…„@ —”…’@ Ž„@ “…„‰…Ž”@ ‘•Œ‰”™N@ @ tˆ‰“@
„…‡’„…„@—”…’@Ž„@“…„‰…Ž”@‘•Œ‰”™@ˆ“@†•’”ˆ…’@’…“•Œ”…„@‰Ž@‚Ž“@Ž@†‰“ˆ@Ž„@“ˆ…ŒŒ†‰“ˆ@ƒŽ“•”‰ŽL@
—…”ŒŽ„“@ Œ““L@ Ž„@ „…‡’„…„@ ˆ‚‰””@ †’@ ‘•”‰ƒ@ ’‡Ž‰““N@ @ iŽ@ QYXTL@ ”ˆ…@ uNsN@ eŽ–‰’Ž…Ž”Œ@
p’”…ƒ”‰Ž@a‡…Žƒ™@HepaI@„„…„@”ˆ…@’‰–…’@”@”ˆ…@n”‰ŽŒ@p’‰’‰”™@l‰“”@HnplI@Ž„@‰”@‚…ƒ…@…Œ‰‡‰‚Œ…@
†’@ƒŒ…Ž•@•Ž„…’@“•…’†•Ž„@“‰”…@†•Ž„‰Ž‡N@
n•…’•“@“”•„‰…“@ƒŽ„•ƒ”…„@‚™@f…„…’ŒL@s””…@Ž„@”ˆ…’@‡…Žƒ‰…“@ˆ–…@…“”‚Œ‰“ˆ…„@”ˆ”@”ˆ…@
Œ…–…Œ“@†@ƒŽ”‰ŽŽ”“@‰Ž@”ˆ…@p““‰ƒ@r‰–…’@“…„‰…Ž”“@’…@‰Ž@…˜ƒ…““@†@Œ‰ƒ‚Œ…@“”Ž„’„“@Ž„@“…@
…ƒŒ‡‰ƒŒ@Ž„@ˆ•Ž@ˆ…Œ”ˆ@’‰“‹“N@@tˆ…@ƒŽ”‰ŽŽ”“@”ˆ”@’…@Œ‰‹…Œ™@ƒŽ”’‰‚•”’“@”@”ˆ…@’‰“‹@‰ŽƒŒ•„…@
„‰˜‰ŽO†•’Ž“L@ pŒ™ƒˆŒ’‰Ž”…„@ ‚‰ˆ…Ž™Œ“@ Hpcb“IL@ Œ™ƒ™ƒŒ‰ƒ@ ’”‰ƒ@ ˆ™„’ƒ’‚Ž“@ Hpah“IL@
…“”‰ƒ‰„…“@ Ž„@ ˆ…’‚‰ƒ‰„…“@ ’…“‰„•…“L@ Ž„@ …”Œ“N@ @ aŒ”ˆ•‡ˆ@ ”ˆ…@ Œ‰“”@ †@ ƒŽ”‰ŽŽ”“@ †@ ”…Ž”‰Œ@
ƒŽƒ…’Ž@Hcopc“I@‰“@Ž”@†‰ŽŒ‰š…„L@‰”@‰“@Œ‰‹…Œ™@”@‰ŽƒŒ•„…@@“•‚M“…”@’@ŒŒ@†@”ˆ…@‚–…@Œ‰“”…„@ƒˆ…‰ƒŒ“N@
t@’…“”’…@”ˆ…@p““‰ƒ@r‰–…’L@”ˆ…@usepa@Ž„@”ˆ…@us@a’™@c’“@†@eŽ‡‰Ž……’“@HusaceI@‰Ž@
’”Ž…’“ˆ‰@—‰”ˆ@s””…@†@n…—@j…’“…™@d…’”…Ž”“@†@”’Ž“’””‰Ž@HnjdotI@Ž„@…Ž–‰’Ž…Ž”Œ@
’”…ƒ”‰Ž@ HnjdepI@ ’…@ •””‰Ž‡@ ”‡…”ˆ…’@ @ ƒ’…ˆ…Ž“‰–…@ ŒŽ@ ”ˆ”@ —‰ŒŒ@ ‰’–…@ —”…’@ Ž„@
“…„‰…Ž”@ ‘•Œ‰”™@ ‰Ž@ ”ˆ…@ r‰–…’@ “@ —…ŒŒ@ “@ ’…“”’…@ „…‡’„…„@ ˆ‚‰””“@ ŒŽ‡@ ”ˆ…@ ’‰–…’N@ @ tˆ‰“@ …††’”@ —‰ŒŒ@
……”@”ˆ…@’…‘•‰’……Ž”“@†@”ˆ…@c’…ˆ…Ž“‰–…@eŽ–‰’Ž…Ž”Œ@r…“Ž“…@c…Ž“”‰Ž@Ž„@l‰‚‰Œ‰”™@
aƒ”@ HcerclaIL@ ƒŽŒ™@ ‹Ž—Ž@ “@ “•…’†•Ž„L@ Ž„@ ”ˆ…@ w”…’@ r…“•’ƒ…“@ d…–…Œ…Ž”@ aƒ”@
HwrdaI@ ”@ ‰Œ……Ž”@ ŒŽ‡M”…’@ ’……„‰Œ@ ’…“Ž“…@ ƒ”‰Ž“@ ”ˆ”@ …’Ž…Ž”Œ™@ Ž„@ “‰‡Ž‰†‰ƒŽ”Œ™@
’…„•ƒ…@”ˆ…@’‰“‹“@““ƒ‰”…„@—‰”ˆ@’…Œ…“…“@’@”ˆ’…”“@†@’…Œ…“…“@†@ƒŽ”‰ŽŽ”“@‰Ž@”ˆ…@p““‰ƒ@r‰–…’N@@
tˆ…@ l—…’@ p““‰ƒ@ r‰–…’@ r…“”’”‰Ž@ p’Š…ƒ”@ HlprrpI@ ’…’…“…Ž”“@ ”ˆ…@ •‚’…ŒŒ@ •Ž„…’@ —ˆ‰ƒˆ@ ”ˆ…@
‰Ž”…‡’”…„@…††’”@†@”ˆ…@’”Ž…’@‡…Žƒ‰…“@‰“@”‹‰Ž‡@Œƒ…N@
a“@ ’”@ †@ ”ˆ…@ lprrp@ „’†”@ w’‹@ pŒŽL@ q•Œ‰”™@ a““•’Žƒ…@ p’Š…ƒ”@ pŒŽL@ f‰…Œ„@ sŒ‰Ž‡@
pŒŽL@Ž„@m„…Œ‰Ž‡@w’‹@pŒŽ@„ƒ•…Ž”“@ˆ–…@‚……Ž@’…’…„N@@d•’‰Ž‡@”ˆ…@’…’”‰Ž@†@”ˆ…@d”@
q•Œ‰”™@o‚Š…ƒ”‰–…“@Hdqo“I@†’@”ˆ…@lprrp@“”•„™L@@Ž•‚…’@†@³†•Ž„…Ž”Œ@‘•…“”‰Ž“´@ˆ–…@‚……Ž@
†’•Œ”…„@HqappL@mpi@RPPUIN@@aŽ“—…’“@”@”ˆ“…@‘•…“”‰Ž“@’…@…Ž”@”@“”‰“†™@”ˆ…@cercla@Ž„@
wrda@ ’…‘•‰’……Ž”“@ “@ —…ŒŒ@ “@ ”ˆ…@ Ž……„“@ †@ @ n”•’Œ@ r…“•’ƒ…@ d‡…@ a““…““…Ž”@ HnrdaI@
•Ž„…’@cercla[@”ˆ…@•’“…@†@”ˆ…@nrda@‰“@”@’–‰„…@’…“”’”‰Ž@†’@Ž”•’Œ@’…“•’ƒ…“@‰ŽŠ•’…„@‚™@
QMR@
ƒŽ”‰ŽŽ”“@ Ž„@ ”@ ƒ…Ž“”…@ †’@ ”ˆ…@ •‚Œ‰ƒ²“@ Œ“”@ •“…@ †@ ”ˆ“…@ ’…“•’ƒ…“N@ @ tˆ…@ ³†•Ž„…Ž”Œ@
‘•…“”‰Ž“´@Œ‰“”…„@‚…Œ—@’…@„‰“ƒ•““…„@‰Ž@³d’†”@w’‹@pŒŽ´@HwpL@mpi@RPPUIN@
@
QN@ i†@—…@”‹…@Ž@ƒ”‰Ž@Ž@”ˆ…@r‰–…’L@—ˆ…Ž@—‰ŒŒ@”ˆ…@ƒŽ”‰ŽŽ”“@†@”…Ž”‰Œ@ƒŽƒ…’Ž@Hcopc“I@Ž„@
ƒˆ…‰ƒŒ“@†@”…Ž”‰Œ@…ƒŒ‡‰ƒŒ@ƒŽƒ…’Ž@Hcopec“I@’…ƒ–…’@”@ƒƒ…”‚Œ…@ƒŽƒ…Ž”’”‰Ž“_@
@
RN@ wˆ”@ ƒ”‰Ž“@ ƒŽ@ —…@ ”‹…@ Ž@ ”ˆ…@ r‰–…’@ ”@ “‰‡Ž‰†‰ƒŽ”Œ™@ “ˆ’”…Ž@ ”ˆ…@ ”‰…@ ’…‘•‰’…„@ ”@ ƒˆ‰…–…@
ƒƒ…”‚Œ…@’@‰Ž”…’‰@’‰“‹M‚“…„@ƒŽƒ…Ž”’”‰Ž“@†’@ˆ•Ž@’…ƒ…”’“@Ž„@…ƒŒ‡‰ƒŒ@’…ƒ…”’“_@
@
SN@ a’…@”ˆ…’…@ƒŽ”‰Ž”…„@“…„‰…Ž”“@Ž—@‚•’‰…„@”ˆ”@’…@Œ‰‹…Œ™@”@‚…ƒ…@B’…ƒ”‰–”…„B@†ŒŒ—‰Ž‡@@
Š’@†Œ„L@““‰‚Œ™@’…“•Œ”‰Ž‡@‰Ž@Ž@‰Žƒ’…“…@‰Ž@ƒŽ”‰ŽŽ”“@—‰”ˆ‰Ž@”ˆ…@†‰“ˆOƒ’‚@•Œ”‰Ž“_@
@
TN@ @wˆ”@ ƒ”‰Ž“@ ƒŽ@ —…@ ”‹…@ Ž@ ”ˆ…@ r‰–…’@ ’@ „Šƒ…Ž”@ ’…“@ ”@ “‰‡Ž‰†‰ƒŽ”Œ™@ ‰’–…@ ”ˆ…@
†•Žƒ”‰ŽŒ‰”™@†@…ƒ“™“”…“@—‰”ˆ‰Ž@”ˆ…@l—…’@p““‰ƒ@r‰–…’@—”…’“ˆ…„_@
@
UN@ i†@ ”ˆ…@ ’‰“‹@ ““…““…Ž”@ †’@ n…—’‹@ b™@ „…Ž“”’”…“@ •Žƒƒ…”‚Œ…@ ’‰“‹“@ „•…@ ”@ …˜’”@ †@
ƒŽ”‰ŽŽ”“@ †’@ ”ˆ…@ p““‰ƒ@ r‰–…’L@ —‰ŒŒ@ ”ˆ…@ ŒŽ@ ’“…„@ ”@ ƒˆ‰…–…@ ƒƒ…”‚Œ…@ ’‰“‹“@ †’@
p““‰ƒ@r‰–…’@’…ƒ…”’“@“‰‡Ž‰†‰ƒŽ”Œ™@“ˆ’”…Ž@”ˆ…@”‰…@’…‘•‰’…„@”@ƒˆ‰…–…@ƒƒ…”‚Œ…@’@‰Ž”…’‰@
’‰“‹M‚“…„@ƒŽƒ…Ž”’”‰Ž“@†’@ˆ•Ž@Ž„@…ƒŒ‡‰ƒŒ@’…ƒ…”’“@‰Ž@n…—’‹@b™L@’@—‰ŒŒ@„„‰”‰ŽŒ@
ƒ”‰Ž“@‚…@’…‘•‰’…„@Ž@”ˆ…@p““‰ƒ@r‰–…’_@
@
VN@ wˆ”@ ƒ”‰Ž“@ ƒŽ@ —…@ ”‹…@ Ž@ ”ˆ…@ r‰–…’@ ”@ “‰‡Ž‰†‰ƒŽ”Œ™@ ’…„•ƒ…@ ”ˆ…@ ƒ“”@ †@ „’…„‡…„@ ”…’‰Œ@
Ž‡……Ž”@†’@”ˆ…@Ž–‰‡”‰ŽŒ@„’…„‡‰Ž‡@’‡’_@
@iŽ@ ’„…’@ ”@ ˆ…Œ@ Ž“—…’@ ”ˆ…“…@ ‘•…“”‰Ž“L@ Ž@ …˜”…Ž“‰–…@ †‰…Œ„@ „”@ ƒŒŒ…ƒ”‰Ž@ Ž„@ ŽŒ™“‰“@
’‡’@ ‰“@ ‚…‰Ž‡@ ƒŽ„•ƒ”…„N@ iŽ@ „„‰”‰ŽL@ @ “””…M†M”ˆ…M“ƒ‰…Žƒ…@ ”ˆ…”‰ƒŒ@ „…Œ@ ‰“@ Œ“@ ‚…‰Ž‡@
„…–…Œ…„N@@tˆ…@„…Œ@‰“@ƒ’‰“…„@†@@Ž•‚…’@†@“•‚M„…Œ“L@‰ŽƒŒ•„‰Ž‡Z@ˆ™„’„™Ž‰ƒL@“…„‰…Ž”@
”’Ž“’”L@ ƒˆ…‰ƒŒ@ †”…@ Ž„@ ”’Ž“’”L@ Ž„@ ‚‰ƒƒ••Œ”‰ŽN@ @ tˆ…@ ’…“•Œ”‰Ž‡@ „…Œ@ —‰ŒŒ@ ‚…@ •“…„L@
”‡…”ˆ…’@—‰”ˆ@’…“•Œ”“@Ž„@ŽŒ™“…“@†@”ˆ…@†‰…Œ„@’‡’L@”@†ƒ‰Œ‰””…@…–Œ•”‰Ž@†@“…„‰…Ž”@Ž„@—”…’@
ƒŒ•Ž@ƒŽ”‰ŽŽ”@†”…@Ž„@”’Ž“’”@‰Ž@”ˆ…@l—…’@p““‰ƒ@r‰–…’N@@tˆ…@„…Œ@—‰ŒŒ@Œ“@‚…@•“…„@”@
’…„‰ƒ”@†•”•’…@ƒŽƒ…Ž”’”‰Ž“@†@–’‰•“@ƒŽ”‰ŽŽ”“@†@copc“@‰Ž@”ˆ…@“”•„™@’…@•Ž„…’@„‰††…’…Ž”@
Ž‡……Ž”@ “ƒ…Ž’‰“@ H…N‡NL@ „’…„‡‰Ž‡L@ Ž‰”’…„@ Ž”•’Œ@ ””…Ž•”‰ŽL@ ƒ‰Ž‡L@ …”ƒNIN@ @ @ s…ƒ‰†‰ƒŒŒ™L@
”ˆ…@„…Œ@—‰ŒŒ@‚…@•“…„@”Z@@@
•
e“”‚Œ‰“ˆ@”ˆ…@‡Ž‰”•„…“@Ž„@’…Œ”‰–…@‰’”Žƒ…@†@“…ƒ‰†‰ƒ@ƒŽ”‰ŽŽ”@“•’ƒ…“@”@”ˆ…@QWM
‰Œ…@”‰„Œ@’…ƒˆ@†@”ˆ…@p““‰ƒ@r‰–…’L@‰ŽƒŒ•„‰Ž‡Z@
− u“”’…@Œ„“@–…’@”ˆ…@d•Ž„……@dL@
QMS@
− l„“@†’@”’‰‚•”’‰…“@Ž„@”ˆ…’@‰Ž”@Ž„@ŽŽM‰Ž”@“•’ƒ…“@H‰ŽƒŒ•„‰Ž‡@ƒ‚‰Ž…„@
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.
QMX@
@
Water Inflow
Meteorology
N@
Boundary Conditions
@
@
@
Organic Carbon Loads
Nutrient Loads
Boundary Conditions
Sediment Loads
Sediment Composition
Boundary Conditions
Chemical Loads
Boundary Conditions
Chemical Loads
Boundary Conditions
@
@
@
ECOM
ST-SWEM
RCATOX
@
@
@
Flows
Diffusivities
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Volumes
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@
Settling Velocity
Resuspension Rate
Burial Rate
POC Concentration
DOC Concentration
Phytoplankton
Concentration
Sulfide Concentration
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Dissolved, Particulate
Chemical Concentration Water Column and Sediment
FOOD
CHAIN
RMQ@
SECTION 2
2
RNQ@
HYDRODYNAMIC MODEL
introduction@
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RMW@
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(2-3)
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∂ ˜‰
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(2-4)
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(2-6)
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(2-7)
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∂ š ⎢⎣ ∂ š ⎥⎦
RMX@
⎡⎛ ∂ • ⎞ R ⎛ ∂ – ⎞ R ⎤
R‡
∂ρ
‘S
+ R k m ⎢⎜
− R
+ f‘
kh
⎟ + ⎜
⎟ ⎥ +
bQA
ρ
∂š
⎢⎣⎝ ∂ š ⎠
⎝ ∂ š ⎠ ⎥⎦
∂ H ‘ R A I ∂ H •‘ R A I ∂ H –‘ R A I ∂ H —‘ R A I
∂
+
+
+
=
∂”
∂˜
∂ ™
∂š
∂š
⎧⎪
+ eQA ⎨k m
⎪⎩
(2-8)
⎡ ∂ H ‘ RA I ⎤
⎢k ‘
∂ š ⎥⎦
⎣
⎡⎛ ∂ • ⎞ R ⎛ ∂ – ⎞ R ⎤
‡
∂ρ ⎫⎪
‘S
kh
+ fA
⎢⎜
⎬−
⎟ + ⎜
⎟ ⎥ +
ρ
∂ š ⎪ bQω
⎢⎣⎝ ∂ š ⎠
⎝ ∂ š ⎠ ⎥⎦
⎭
(2-9)
—ˆ…’…@k‘@]@0.2q A , ”ˆ…@…„„™@„‰††•“‰Ž@ƒ…††‰ƒ‰…Ž”@†’@”•’‚•Œ…Ž”@‹‰Ž…”‰ƒ@…Ž…’‡™[@f‘@Ž„@ FA @’…’…“…Ž”@
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’…”…’‰š…„@ ‰Ž@ @ ŽŽ…’@ ŽŒ‡•“@ ”@ …‰”ˆ…’@ e‘•”‰Ž@ HRMVI@ ’@ HRMWI[@ ω~ @ ‰“@ @ —ŒŒ@ ’˜‰‰”™@
†•Žƒ”‰Ž@ „…†‰Ž…„@ “@ ω~ = 1 + E ( A /κL)2, (L)-1 = (η - z)-1 + (H + z)-1, κ ‰“@ ”ˆ…@ –Ž@ k’Ž@
2
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t’‰‚•”’‰…“@m„…Œ‰Ž‡@…–Œ•”‰Ž“N@@@
d•’‰Ž‡@ ”ˆ…@ „…–…Œ…Ž”@ †@ ”ˆ…@ l—…’@ p““‰ƒ@ r‰–…’@ ˆ™„’„™Ž‰ƒ@ „…ŒL@ Ž@ Œ‡’‰”ˆL@
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RMY@
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RNV@ grid@design@
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Œ”…’Œ@„‰’…ƒ”‰ŽIN@
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tˆ…@ “ŒŒ…“”@ ‡’‰„@ “‰š…@ ‰“@ ‚•”@ SP@ ‚™@ QPP@ Ž„@ •@ ”@ †•’@ Œ”…’Œ@ ‡’‰„@ ƒ…ŒŒ“@ ‰Ž@ ”ˆ…@ l—…’@ p““‰ƒ@
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RNW@
bathymetry@data@
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„”@•“…„@†’@”ˆ‰“@“”•„™Z@
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l—…’@p““‰ƒ@r‰–…’Z@ˆ‰‡ˆ@’…“Œ•”‰Ž@usace@“•’–…™@„”@ƒ‰Œ…„@‰Ž@RPPTL@
•
hƒ‹…Ž“ƒ‹@r‰–…’@Ž„@m…„—ŒŽ„@—…”ŒŽ„Z@usace@“•’–…™@„”@ƒ‰Œ…„@‰Ž@‰„M
QYYPL@
•
a’ƒˆ…“@”@n…—’‹@b™@‰ŽƒŒ•„‰Ž‡@”ˆ…@k‰ŒŒ@–Ž@k•ŒŒL@•…’@“…ƒ”‰Ž@†@”ˆ…@a’”ˆ•’@
k‰ŒŒL@ Ž„@ n…—’‹@ b™L@ ‰ŽƒŒ•„‰Ž‡@ ”ˆ…@ p’”@ eŒ‰š‚…”ˆ@ cˆŽŽ…ŒZ@ s•’–…™@ „”@ †’@
h’‚’@d………Ž‰Ž‡@p’Š…ƒ”“Z@QYYYMRPPTN@
wˆ‰Œ…@”ˆ…@•“…@†@”ˆ…@l—…’@p““‰ƒ@Ž„@hƒ‹…Ž“ƒ‹@r‰–…’@„”@†’@”ˆ…@ƒŽ†‰‡•’”‰Ž@†@”ˆ…@„…Œ@
„…”ˆ@ —“@ “”’‰‡ˆ”†’—’„L@ ”ˆ…@ •“…@ †@ “ˆ‰‰Ž‡@ ƒˆŽŽ…Œ@ “•’–…™@ „”@ ƒŒŒ…ƒ”…„@ „•’‰Ž‡@ ”ˆ…@ h’‚’@
d………Ž‰Ž‡@ p’Š…ƒ”“@ ’…‘•‰’…„@ ƒ’…†•Œ@ ‰Ž”…’’…””‰Ž@ †@ ”ˆ…@ „”N@ @ tˆ…@ n…—@ y’‹@ d‰“”’‰ƒ”@ †@ ”ˆ…@
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ƒŒ…”…„@”ˆ…@’Š…ƒ”“@‰Ž@RPPTN@@f‰‡•’…@RMQS@“ˆ—“@”ˆ…@ƒŽ”’ƒ”@’…“@†’@”ˆ…@UP@†”@„’…„‡‰Ž‡@’Š…ƒ”@
Ž„@„’…„‡‰Ž‡@“ƒˆ…„•Œ…N@@eƒˆ@ƒŽ”’ƒ”@’…@ˆ„@„‰††…’…Ž”@„’…„‡‰Ž‡@“ƒˆ…„•Œ…“@“@”ˆ”@–’‰•“@“…ƒ”‰Ž“@
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b…ƒ•“…@ †@ ”ˆ…@ –‰Œ‚‰Œ‰”™@ †@ „”@ †’@ ”ˆ…@ „…Œ@ ƒŒ‰‚’”‰Ž@ —…’…@ “ƒ””…’…„@ †’@ QYYU@
”ˆ’•‡ˆ@…’Œ™@’”@†@RPPUL@’…@”ˆŽ@Ž…@“…”@†@„…Œ@„…”ˆ@ƒŽ†‰‡•’”‰Ž@—“@Ž……„…„N@@n•…’•“@
‚”ˆ™…”’‰ƒ@ “•’–…™“@ „”@ “…”“@ ’–‰„…„@ ‚™@ ”ˆ…@ ny@ d‰“”’‰ƒ”@ †@ ”ˆ…@ usace@ †’@ ”ˆ…@ “”•„™@ —…’…@
ƒ’…†•ŒŒ™@’…–‰…—…„@Ž„@“…Œ…ƒ”…„@†’@”ˆ…@ƒŽ†‰‡•’”‰Ž@†@”ˆ…@„…ŒN@@d”@“…”“@ƒŒŒ…ƒ”…„@‚…†’…@QYYY@
—…’…@•“…„@†’@”ˆ…@ƒŽ†‰‡•’”‰Ž@†@„…Œ@”@“‰•Œ”…@‚…”—……Ž@—”…’@™…’@QYYU@Ž„@QYYYN@@d•…@”@
ƒŒ…˜‰”™@†@”ˆ…@„’…„‡‰Ž‡@“ƒˆ…„•Œ…L@”ˆ…’@„”@“…”“L@’…†Œ…ƒ”‰Ž‡@”ˆ…@“”@„’…„‡‰Ž‡@ƒŽ„‰”‰Ž@‰Ž@”ˆ…@
“ˆ‰‰Ž‡@ƒˆŽŽ…Œ“L@ƒŒŒ…ƒ”…„@‚…”—……Ž@RPPR@Ž„@RPPT@—…’…@•“…„@”@’–‰„…@‚”ˆ™…”’‰ƒ@‰Ž•”“@†’@”@
”ˆ…@„…Œ@†’@”ˆ…@—”…’M™…’“@RPPP@”ˆ’•‡ˆ@RPPTN@@@
RMQQ@
@
Bergen
Point
@
f‰‡•’…@RMQN@@b”ˆ™…”’™@†@“”•„™@’…@H‰Ž@…”…’“IN@@Hp…Žƒ…L@RPPTI@
RMQR@
@
f‰‡•’…@RMRNc’““M“…ƒ”‰ŽŒ@–‰…—@†@‚”ˆ™…”’™@‰Ž@l—…’@p““‰ƒL@hƒ‹…Ž“ƒ‹L@Ž„@n…—’‹@b™@’…‡‰Ž@
RMQS@
f‰‡•’…@RMSN@@mŽ”ˆŒ™@–…’‡…@†Œ—“@†@p““‰ƒ@Ž„@hƒ‹…Ž“ƒ‹@†’@QYXS@”ˆ’•‡ˆ@RPPS@
RMQT@
f‰‡•’…@RMTN@@s•’†ƒ…@…Œ…–”‰Ž@H”@Ž…ŒIL@“Œ‰Ž‰”™@Ž„@”……’”•’…@H‰„„Œ…@Ž…Œ“IL@Ž„@“•’†ƒ…@Ž„@
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RMQU@
f‰‡•’…@RMUN@@lŽ‡‰”•„‰ŽŒ@“Œ‰Ž‰”™@„‰“”’‰‚•”‰Ž@‰Ž@p““‰ƒ@r‰–…’L@w”…’@y…’@RPPR@
RMQV@
f‰‡•’…@RMVN@@lŽ‡‰”•„‰ŽŒ@“Œ‰Ž‰”™@„‰“”’‰‚•”‰Ž@‰Ž@hƒ‹…Ž“ƒ‹@r‰–…’L@w”…’@y…’@RPPR@
RMQW@
f‰‡•’…@RMWN@@swem@„‰Ž@Ž„@ƒ•””‰ŽŒ@‡’‰„@
RMQX@
f‰‡•’…@RMXN@@ecom@ƒ•””‰ŽŒ@ƒ’„‰Ž”…@“™“”…@
RMQY@
f‰‡•’…@RMYNl‡‰ƒ@„‰‡’@†’@†Œ„‰Ž‡O„’™‰Ž‡@Œ‡’‰”ˆ@
RMRP@
f‰‡•’…@RMQPN@@f•ŒŒ@ˆ™„’„™Ž‰ƒ@„…Œ@„‰Ž@Ž„@ƒ•””‰ŽŒ@‡’‰„@
RMRQ@
@
f‰‡•’…@RMQQN@@c•””‰ŽŒ@‡’‰„@†’@”ˆ…@l—…’@p““‰ƒ@r‰–…’L@@hƒ‹…Ž“ƒ‹@r‰–…’L@Ž„@n…—’‹@b™@
RMRR@
f‰‡•’…@RMQRN@c•””‰ŽŒ@‡’‰„@†’@”ˆ…@h’’‰“Ž@r…ƒˆ@†@”ˆ…@l—…’@p““‰ƒ@r‰–…’@
RMRS@
f‰‡•’…@RMQSN@@usace@ˆ’‚’M„………Ž‰Ž‡@„’…„‡‰Ž‡@ƒ”‰–‰”‰…“@
SMQ@
SECTION 3
3
@
@
BOUNDARY FORCING
tˆ…@‚•Ž„’™@†’ƒ‰Ž‡@†•Žƒ”‰Ž“@†@”ˆ…@ˆ™„’„™Ž‰ƒ@„…Œ@ƒŽ“‰“”@†Z@@@
•
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”‰„…L@ƒ’““M“ˆ…Œ†@…Œ…–”‰Ž@‡’„‰…Ž”@Ž„@“ˆ…Œ†M‚’…‹@…Œ…–”‰Ž[@
@
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’„‰”‰ŽL@ ƒŒ•„@ ƒ–…’L@ ‰’@ ”……’”•’…L@ ”“ˆ…’‰ƒ@ –’@ ’…““•’…@ Ž„@ ’…Œ”‰–…@
ˆ•‰„‰”™@”@ƒ•”…@“•’†ƒ…@—‰Ž„@“”’…““@Ž„@ˆ…”@†Œ•˜[@Ž„@
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tˆ…@„…”‰Œ“@†@”ˆ…“…@‚•Ž„’™@ƒŽ„‰”‰Ž“@’…@„…“ƒ’‰‚…„@‰Ž@”ˆ‰“@“…ƒ”‰ŽN@@
SNQ@
tidal@elevation@
t@’„•ƒ…@@“‰•Œ”‰Ž@†@”ˆ…@”‰„Œ@“ƒŒ…@ƒ‰’ƒ•Œ”‰ŽL@‰ŽƒŒ•„‰Ž‡@”ˆ…@…††…ƒ”“@†@‚’ƒŒ‰Ž‰ƒ‰”™L@‰”@
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”ˆ…’„™Ž‰ƒ@’…’”‰…“@’…–‰Œ‰Ž‡@‰Ž@n…—@y’‹@b‰‡ˆ”N@@tˆ…@Œ—@†’…‘•…Žƒ™@„™Ž‰ƒ“@‰Ž@”ˆ…@“ˆ…Œ†@
‚’…‹@ ’…@ ‰’”Ž”@ ”@ ”ˆ…@ ƒ‰’ƒ•Œ”‰Ž@ ‰Ž@ n…—@ y’‹@ b‰‡ˆ”N@ @ tˆ‰“@ ˆ…Ž…Ž@ ˆ“@ Œ’…„™@ ‚……Ž@
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l—@ †’…‘•…Žƒ™@ „™Ž‰ƒ“@ †@ ƒŽ”‰Ž…Ž”Œ@ “ˆ…Œ–…“@ ’…@ ““ƒ‰”…„L@ Ž‡@ ”ˆ…’“L@ —‰”ˆ@ @ ‡…“”’ˆ‰ƒ@
‚ŒŽƒ…N@ @ h…Žƒ…L@ ”ˆ…@ ƒ’““M“ˆ…Œ†@ “Œ…@ †@ ”ˆ…@ “…@ “•’†ƒ…@ …Œ…–”‰Ž@ ”@ ”ˆ…@ ‚•Ž„’‰…“@ ‰“@ ˆ‰‡ˆŒ™@
“‰‡Ž‰†‰ƒŽ”N@ @ b…ƒ•“…@ Œ—@ †’…‘•…Žƒ™@ ƒ’““M“ˆ…Œ†@ “…@ “•’†ƒ…@ …Œ…–”‰Ž@ ’…ƒ’„“@ ”@ ”ˆ…@ ‚•Ž„’‰…“@ ’…@
Ž”@–‰Œ‚Œ…L@@’ƒ”‰ƒŒ@’ƒˆ@‰“@„…–…Œ…„@‰Ž@’„…’@”@„…‘•”…Œ™@„…†‰Ž…@†’ƒ‰Ž‡@ƒŽ„‰”‰Ž“@”@
”ˆ…“…@Œƒ”‰Ž“N@@@
f’@”ˆ…@„…Œ@“‰•Œ”‰Ž@…’‰„L@”ˆ…@“…@“•’†ƒ…@…Œ…–”‰Ž@ηH˜L”I@”@”ˆ…@‚•Ž„’™@‰“@““•…„@
”@‚…@ƒ“…„@†@”ˆ’……@’”“N@@tˆ…@†‰’“”@’”@„’‰–…“@”ˆ…@ŒŽ‡M”…’@ƒ‰’ƒ•Œ”‰Ž@H‡…“”’ˆ‰ƒ@ƒ•’’…Ž”“I@
„•…@”@”ˆ…@ƒ’““M“ˆ…Œ†@“Œ…@Hη‡H˜L”II[@”ˆ…@“…ƒŽ„@’”@„…Œ“@—‰”ˆ@”ˆ…@”‰„Œ@†Œ•ƒ”•”‰Ž“@HηiH˜L”II[@Ž„@
”ˆ…@ ”ˆ‰’„@ ’”@ ’…’…“…Ž”“@ “•‚M”‰„Œ@ H…”…’Œ‡‰ƒŒI@ †’ƒ‰Ž‡@ HηmH”IIN@ @ tˆ…@ ’…“•Œ”‰Ž‡@ —”…’@ “•’†ƒ…@
…Œ…–”‰Ž@‰“@‡‰–…Ž@‚™Z@
Hη‡ ( ˜L ” ) = Hη‡ ( ˜L ” ) + Hηt ( ˜L ” ) + Hηm ( ˜L ” )
(3-1)
SMR@
tˆ…@…††…ƒ”@†@”ˆ…@ŒŽ‡M“ˆ…Œ†@…Œ…–”‰Ž@‡’„‰…Ž”@‰“…„@”@”ˆ…@“ˆ…Œ†@‚’…‹@Ž@”ˆ…@‚’”’‰ƒ@
ƒ‰’ƒ•Œ”‰Ž@‰Ž@n…—@y’‹@b‰‡ˆ”@ˆ“@‚……Ž@“”•„‰…„@‚™@h‹‰Ž“@Ž„@d‰…”…’Œ…@HQYXSIN@@tˆ…™@†•Ž„@”ˆ”@
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‚•Ž„’‰…“N@@f’@a•‡•“”@QYWXL@@”™‰ƒŒ@“•…’”‰…@…’‰„L@@„‰‚”ˆ‰ƒ@‡’„‰…Ž”@†@QS@ƒ@ƒ’““@@
n’’‡Ž“…””@ b™@ “ˆ…Œ†M‚’…‹@ “…ƒ”‰Ž@ Ž„@ @ QQ@ ƒ@ ‡’„‰…Ž”@ ƒ’““@ @ c…@ m™@ “ˆ…Œ†M‚’…‹@ “…ƒ”‰Ž@
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r‰–…’@‰Ž@wy@QYYUN@
50
Cape May
Elevation(cm)
25
0
-25
-50
50
Montauk
Elevation(cm)
25
0
-25
-50
50
Sandy Hook
Elevation(cm)
25
0
-25
-50
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
Time(days) From Oct. 1, 1994
240
M
270
J
300
J
330
A
___________ Observed Data
___ _ _ ___ Model Computed
35 Hour
Low Passed
Surface Elevations
of Data
at 3 Stations.
Figure
3-1 Water
Comparison
of 35 hours
lowpass
water surface elevations at Cape May, Sandy Hook, and Montauk
/black1/mpin0021/HYDRO/PLOTS_94-04/PLOT_ELE_35hlp
DATE: 2/07/2006 TIME: 11:39:37
360
S
100
Elevation(cm)
Cape May
50
0
-50
-100
100
Elevation(cm)
South East Corner
50
0
-50
-100
100
Elevation(cm)
North East Corner
50
0
-50
-100
100
Elevation(cm)
Nantucket
50
0
-50
-100
0
10
20
30
40
50
60
70
80
90
_________ Applied BC
Time(days) From October 1, 1994
Figure 3-2a
Elevation boundary conditions at four key locations in the New York Bight: 0-90 days from October 1, 1994
/black1/mpin0021/HYDRO/INPUT/PLOTS_TIDES/pele1.gdp
DATE: 2/02/2006 TIME: 11:24:28
_ _ _ _ _ _ 35 Hour LP
100
Elevation(cm)
Cape May
50
0
-50
-100
100
Elevation(cm)
South East Corner
50
0
-50
-100
100
Elevation(cm)
North East Corner
50
0
-50
-100
100
Elevation(cm)
Nantucket
50
0
-50
-100
0
10
20
30
40
50
60
70
80
90
_________ Applied BC
Time(days) From October 1, 1995
Figure 3-2b
Elevation boundary conditions at four key locations in the New York Bight: 0-90 days from October 1, 1995
/black1/mpin0021/HYDRO/INPUT/PLOTS_TIDES/pele1.gdp
DATE: 2/02/2006 TIME: 11:24:31
_ _ _ _ _ _ 35 Hour LP
100
Elevation(cm)
Cape May
50
0
-50
-100
100
Elevation(cm)
South East Corner
50
0
-50
-100
100
Elevation(cm)
North East Corner
50
0
-50
-100
100
Elevation(cm)
Nantucket
50
0
-50
-100
0
10
20
30
40
50
60
70
80
90
_________ Applied BC
Time(days) From October 1, 2000
Figure 3-2c
Elevation boundary conditions at four key locations in the New York Bight: 0-90 days from October 1, 2000
/black1/mpin0021/HYDRO/INPUT/PLOTS_TIDES/pele1.gdp
DATE: 2/02/2006 TIME: 11:24:33
_ _ _ _ _ _ 35 Hour LP
100
Elevation(cm)
Cape May
50
0
-50
-100
100
Elevation(cm)
South East Corner
50
0
-50
-100
100
Elevation(cm)
North East Corner
50
0
-50
-100
100
Elevation(cm)
Nantucket
50
0
-50
-100
0
10
20
30
40
50
60
70
80
90
_________ Applied BC
Time(days) From October 1, 2001
Figure 3-2d
Elevation boundary conditions at four key locations in the New York Bight: 0-90 days from October 1, 2001
/black1/mpin0021/HYDRO/INPUT/PLOTS_TIDES/pele1.gdp
DATE: 2/02/2006 TIME: 11:24:35
_ _ _ _ _ _ 35 Hour LP
100
Elevation(cm)
Cape May
50
0
-50
-100
100
Elevation(cm)
South East Corner
50
0
-50
-100
100
Elevation(cm)
North East Corner
50
0
-50
-100
100
Elevation(cm)
Nantucket
50
0
-50
-100
0
10
20
30
40
50
60
70
80
90
_________ Applied BC
Time(days) From October 1, 2003
Figure 3-2e
Elevation boundary conditions at four key locations in the New York Bight: 0-90 days from October 1, 2003
/black1/mpin0021/HYDRO/INPUT/PLOTS_TIDES/pele1.gdp
DATE: 2/02/2006 TIME: 11:24:37
_ _ _ _ _ _ 35 Hour LP
25
Temperature(DegC)
20
15
10
5
0
40
Salinity(psu)
35
30
25
20
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
Time (days) Starting from October 1st
Temperature and Salinity Boundary Conditions for 1994-1995 Model Run
240
M
270
J
300
J
330
A
_ _ _ _ _ Surface
_______ Bottom
Figure 3-3 Temperature and salinity boundary conditions in the New York Bight (used for WY1995 simulation)
DATE: 2/07/2006 TIME: 11:28:19
/black1/mpin0021/HYDRO/INPUT/TS/BC
360
S
25
Temperature(DegC)
20
15
10
5
0
40
Salinity(psu)
35
30
25
20
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
Time (days) Starting from October 1st
Temperature and Salinity Boundary Conditions based on WOA98 Database
Figure 3-4
- 2004)
DATE: 1/16/2006 TIME: 14:44:56
240
M
270
J
300
J
330
A
360
S
_ _ _ _ _ Surface
_______ Bottom
Temperature and salinity boundary conditions in the New York Bight using WOA98 database (used for WY1996
/black1/mpin0021/HYDRO/INPUT/TS/BC
JFK, NY
Wind Speed (m/s)
20
10
0
-10
-20
Cloud Cover (frac)
1.00
0.75
0.50
0.25
0.00
Air Temp (deg C)
40
20
0
-20
Rel Humidity (%)
100
75
50
25
0
Pressure (mb)
1050
1025
1000
975
950
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
240
M
270
J
300
J
330
A
360
S
Meteorological Forcing: 1994-1995
Figure 3-5a Meteorological data used for heat flux comutations (data from JFK
station), water year 1995
DATE: 2/03/2006 TIME: 12: 7:28
/black1/mpin0021/HYDRO/INPUT/MET/RUN_DATA/met_bat.gdp
JFK, NY
Wind Speed (m/s)
20
10
0
-10
-20
Cloud Cover (frac)
1.00
0.75
0.50
0.25
0.00
Air Temp (deg C)
40
20
0
-20
Rel Humidity (%)
100
75
50
25
0
Pressure (mb)
1050
1025
1000
975
950
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
240
M
270
J
300
J
330
A
360
S
Meteorological Forcing: 1995-1996
Figure 3-5b Meteorological data used for heat flux comutations (data from JFK
station), water year 1996
DATE: 2/03/2006 TIME: 12: 7:42
/black1/mpin0021/HYDRO/INPUT/MET/RUN_DATA/met_bat.gdp
JFK, NY
Wind Speed (m/s)
20
10
0
-10
-20
Cloud Cover (frac)
1.00
0.75
0.50
0.25
0.00
Air Temp (deg C)
40
20
0
-20
Rel Humidity (%)
100
75
50
25
0
Pressure (mb)
1050
1025
1000
975
950
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
240
M
270
J
300
J
330
A
360
S
Meteorological Forcing: 2000-2001
Figure 3-5c Meteorological data used for heat flux comutations (data from JFK
station), water year 2001
DATE: 2/03/2006 TIME: 12: 7:44
/black1/mpin0021/HYDRO/INPUT/MET/RUN_DATA/met_bat.gdp
JFK, NY
Wind Speed (m/s)
20
10
0
-10
-20
Cloud Cover (frac)
1.00
0.75
0.50
0.25
0.00
Air Temp (deg C)
40
20
0
-20
Rel Humidity (%)
100
75
50
25
0
Pressure (mb)
1050
1025
1000
975
950
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
240
M
270
J
300
J
330
A
360
S
Meteorological Forcing: 2001-2002
Figure 3-5d Meteorological data used for heat flux comutations (data from JFK
station), water year 2002
DATE: 2/03/2006 TIME: 12: 7:45
/black1/mpin0021/HYDRO/INPUT/MET/RUN_DATA/met_bat.gdp
JFK, NY
Wind Speed (m/s)
20
10
0
-10
-20
Cloud Cover (frac)
1.00
0.75
0.50
0.25
0.00
Air Temp (deg C)
40
20
0
-20
Rel Humidity (%)
100
75
50
25
0
Pressure (mb)
1050
1025
1000
975
950
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
240
M
270
J
300
J
330
A
360
S
Meteorological Forcing: 2003-2004
Figure 3-5e Meteorological data used for heat flux comutations (data from JFK
station), water year 2004
DATE: 2/03/2006 TIME: 12: 7:47
/black1/mpin0021/HYDRO/INPUT/MET/RUN_DATA/met_bat.gdp
New York State Gages
Hud1
Moha
Hud2
Scho
Esop
Rond
Wall
Wapp
Crot
SawM
Crot
New Jersey Gages
Hack
Pass
Sadd
Rari
Mana
Swim
Mana
Mete
Toms
Mull
Tuck
GEH
Oswe
Bats
Rahw
Eliz
Bass
Connecticut Gages
Norw
Hous
Naug
Qpia
Conn
Shet
Qbau
94-95
95-96
96-97
97-98
98-99
99-00
00-01
01-02
02-03
03-04
October 1994 through September 2004
USGS flow Data for Model Input
Figure 3-7 Timeline diagram showing available river discharge data used as
model function
DATE: 1/16/2006 TIME: 10: 2:59
Figure 3-8a Location map of USGS surface water gauge stations in New York Harbor
Figure 3-8b Location map of USGS surface water gauge stations in Hudson from
Tarrytown to Green Island
Figure 3-8c Location map of USGS surface water gauge stations in Connecticut
$
$
-74
$
RARITAN RIVER
$
LAWRENCE BK
$
MANALAPAN BROOK
SWIMMING RIVER
$
New Jersry
$
SHARK RIVER
MANASQUAN RIVER
N. B. METEDECONK RIVER
40
TOMS RIVER
MULLICA RIVER
$
$
BATSTO RIVER
$
$
$
$
40
$
OSWEGO RIVER
$
E.B. BASS RIVER
GREAT EGG HARBOR RIVER
-74
$
Figure 3-8d Location map of USGS surface water gauge stations in NJ
Discharge(m3/s)
10000
Hudson River, N.Y.
(Green Is.)
1000
100
Discharge(m3/s)
10
1000
Passaic R
100
10
Discharge(m3/s)
1
100
Hackensack R
10
1
0.1
Discharge(m3/s)
0.01
100
Saddle R, N.J.
10
1
0.1
0.01
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
240
M
270
J
300
J
330
A
360
S
Time(day) From October. 1, 1994
River Inflow Boundary Conditions
Figure 3-9a Temporal variations of river inflows into the model domain from the Hudson, Passaic, Hackensack, and
Saddle Rivers, water year 1995
DATE: 2/03/2006 TIME: 12: 5:49
/black1/hrfo0010/DATA/FLOW/flow_LOG.gdp
Discharge(m3/s)
10000
Hudson River, N.Y.
(Green Is.)
1000
100
Discharge(m3/s)
10
1000
Passaic R
100
10
Discharge(m3/s)
1
100
Hackensack R
10
1
0.1
Discharge(m3/s)
0.01
100
Saddle R, N.J.
10
1
0.1
0.01
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
240
M
270
J
300
J
330
A
360
S
Time(day) From October. 1, 1995
River Inflow Boundary Conditions
Figure 3-9b Temporal variations of river inflows into the model domain from the Hudson, Passaic, Hackensack, and
Saddle Rivers, water year 1996
DATE: 2/03/2006 TIME: 12: 5:50
/black1/hrfo0010/DATA/FLOW/flow_LOG.gdp
Discharge(m3/s)
10000
Hudson River, N.Y.
(Green Is.)
1000
100
Discharge(m3/s)
10
1000
Passaic R
100
10
Discharge(m3/s)
1
100
Hackensack R
10
1
0.1
Discharge(m3/s)
0.01
100
Saddle R, N.J.
10
1
0.1
0.01
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
240
M
270
J
300
J
330
A
360
S
Time(day) From October. 1, 2000
River Inflow Boundary Conditions
Figure 3-9c Temporal variations of river inflows into the model domain from the Hudson, Passaic, Hackensack, and
Saddle Rivers, water year 2001
DATE: 2/03/2006 TIME: 12: 5:50
/black1/hrfo0010/DATA/FLOW/flow_LOG.gdp
Discharge(m3/s)
10000
Hudson River, N.Y.
(Green Is.)
1000
100
Discharge(m3/s)
10
1000
Passaic R
100
10
Discharge(m3/s)
1
100
Hackensack R
10
1
0.1
Discharge(m3/s)
0.01
100
Saddle R, N.J.
10
1
0.1
0.01
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
240
M
270
J
300
J
330
A
360
S
Time(day) From October. 1, 2001
River Inflow Boundary Conditions
Figure 3-9d Temporal variations of river inflows into the model domain from the Hudson, Passaic, Hackensack, and
Saddle Rivers, water year 2002
DATE: 2/03/2006 TIME: 12: 5:50
/black1/hrfo0010/DATA/FLOW/flow_LOG.gdp
Discharge(m3/s)
10000
Hudson River, N.Y.
(Green Is.)
1000
100
Discharge(m3/s)
10
1000
Passaic R
100
10
Discharge(m3/s)
1
100
Hackensack R
10
1
0.1
Discharge(m3/s)
0.01
100
Saddle R, N.J.
10
1
0.1
0.01
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
240
M
270
J
300
J
330
A
360
S
Time(day) From October. 1, 2003
River Inflow Boundary Conditions
Figure 3-9e Temporal variations of river inflows into the model domain from the Hudson, Passaic, Hackensack, and
Saddle Rivers, water year 2004
DATE: 2/03/2006 TIME: 12: 5:51
/black1/hrfo0010/DATA/FLOW/flow_LOG.gdp
30
Temperature(degC)
25
20
15
10
5
0
30
Passaic, Hackensack and Saddle Rivers
Temperature(degC)
25
20
15
10
5
0
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
240
M
270
J
300
J
330
A
360
S
Time(day) From October. 1, 1994
River Inflow Temperature Boundary Conditions
Figure 3-10 Temporal variation of river water temperature based on Ashizawa and Cole (1994) (upper panel) and 3 day
moving average air temperature from Newark Airport (lower panel)
DATE: 2/09/2006 TIME: 17:11:51
/black1/mpin0021/HYDRO/INPUT/FLOW/temp9495_rivers.gdp
550000
600000
650000
700000
#
# 27
28
29
21 #
# 25
23 #
#45
#
43
#42
47
#
4600000
86
#
4600000
91
#
97
##
84 82
85
87
#
77 ###
83
80 89 # 78
#
93## 95
79
99 88 ## 90
# # # 92
#
94
26
98
#
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Figure 3-11 Location map of wastewater treatment plants in the model domain
40
10000
PASSAIC
100
20
10
10
1
10000
0
40
Flows (m3/s)
30
Temperature
1000
HACKENSAC
100
20
10
10
1
10000
0
40
Flows (m3/s)
30
Temperature
1000
1000
30
100
20
10
10
1
10
0
40
Temperature
Flows (m3/s)
NY CITY
30
20
1
10
0.1
0
30
60
90
120
150
180
210
240
270
300
330
Temperature
Flows (m3/s)
UPSTREAM NY
0
360
DAYS (Time 0 is Oct 1, 1994: Water Year 1995)
___________
Flow.
_ _ _ _ _ _
Inflow Temperature.
Figure 3-12a Temporal varions of wastewater inflows compiled by major areas (black lines). Also shown are CSO/SW water
temperature (gray lines) and STP inflow temperature (red lines), water year 1995
9495.
RUNID= 9495.
DATE: 2/08/2006 TIME: 17:15:33
/black1/mpin0021/HYDRO/MAPPING/rivers.gdp
40
10000
RARITAN
100
20
10
10
1
10000
0
40
Flows (m3/s)
30
Temperature
1000
1000
30
100
20
10
10
1
0
30
60
90
120
150
180
210
240
270
300
330
Temperature
Flows (m3/s)
CT BASIN
0
360
DAYS (Time 0 is Oct 1, 1994: Water Year 1995)
___________
Flow.
_ _ _ _ _ _
Inflow Temperature.
Figure 3-12a Temporal varions of wastewater inflows compiled by major areas (black lines). Also shown are CSO/SW water
9495.
/black1/mpin0021/HYDRO/MAPPING/rivers.gdp
RUNID= 9495.
temperature
(gray lines) and STP inflow temperature (red lines), water year 1995 (continued)
DATE: 2/08/2006 TIME: 17:15:33
40
10000
PASSAIC
100
20
10
10
1
10000
0
40
Flows (m3/s)
30
Temperature
1000
HACKENSAC
100
20
10
10
1
10000
0
40
Flows (m3/s)
30
Temperature
1000
1000
30
100
20
10
10
1
10
0
40
Temperature
Flows (m3/s)
NY CITY
30
20
1
10
0.1
0
30
60
90
120
150
180
210
240
270
300
330
Temperature
Flows (m3/s)
UPSTREAM NY
0
360
DAYS (Time 0 is Oct 1, 1995: Water Year 1996)
___________
Flow.
_ _ _ _ _ _
Inflow Temperature.
Figure 3-12b Temporal varions of wastewater inflows compiled by major areas (black lines). Also shown are CSO/SW water
temperature (gray lines) and STP inflow temperature (red lines), water year 1996
9596.
RUNID= 9596.
DATE: 2/08/2006 TIME: 12:25:12
/black1/mpin0021/HYDRO/MAPPING/rivers.gdp
40
10000
RARITAN
100
20
10
10
1
10000
0
40
Flows (m3/s)
30
Temperature
1000
1000
30
100
20
10
10
1
0
30
60
90
120
150
180
210
240
270
300
330
Temperature
Flows (m3/s)
CT BASIN
0
360
DAYS (Time 0 is Oct 1, 1995: Water Year 1996)
___________
Flow.
_ _ _ _ _ _
Inflow Temperature.
Figure 3-12b Temporal varions of wastewater inflows compiled by major areas (black lines). Also shown are CSO/SW water
9596.
/black1/mpin0021/HYDRO/MAPPING/rivers.gdp
temperature
(gray lines) and STP inflow temperature (red lines), water year 1996
(continued)
RUNID= 9596.
DATE: 2/08/2006 TIME: 12:25:12
40
10000
PASSAIC
100
20
10
10
1
10000
0
40
Flows (m3/s)
30
Temperature
1000
HACKENSAC
100
20
10
10
1
10000
0
40
Flows (m3/s)
30
Temperature
1000
1000
30
100
20
10
10
1
10
0
40
Temperature
Flows (m3/s)
NY CITY
30
20
1
10
0.1
0
30
60
90
120
150
180
210
240
270
300
330
Temperature
Flows (m3/s)
UPSTREAM NY
0
360
DAYS (Time 0 is Oct 1, 2000: Water Year 2001)
___________
Flow.
_ _ _ _ _ _
Inflow Temperature.
Figure 3-12c Temporal varions of wastewater inflows compiled by major areas (black lines). Also shown are CSO/SW water
temperature (gray lines) and STP inflow temperature (red lines), water year 2001
0001.
RUNID= 0001.
DATE: 2/08/2006 TIME: 12:25:18
/black1/mpin0021/HYDRO/MAPPING/rivers.gdp
40
10000
RARITAN
100
20
10
10
1
10000
0
40
Flows (m3/s)
30
Temperature
1000
1000
30
100
20
10
10
1
0
30
60
90
120
150
180
210
240
270
300
330
Temperature
Flows (m3/s)
CT BASIN
0
360
DAYS (Time 0 is Oct 1, 2000: Water Year 2001)
___________
Flow.
_ _ _ _ _ _
Inflow Temperature.
Figure 3-12c Temporal varions of wastewater inflows compiled by major areas (black lines). Also shown are CSO/SW water
0001.
temperature
(gray lines) and STP inflow temperature (red lines), water year /black1/mpin0021/HYDRO/MAPPING/rivers.gdp
2001 (continued)
RUNID= 0001.
DATE: 2/08/2006 TIME: 12:25:18
40
10000
PASSAIC
100
20
10
10
1
10000
0
40
Flows (m3/s)
30
Temperature
1000
HACKENSAC
100
20
10
10
1
10000
0
40
Flows (m3/s)
30
Temperature
1000
1000
30
100
20
10
10
1
10
0
40
Temperature
Flows (m3/s)
NY CITY
30
20
1
10
0.1
0
30
60
90
120
150
180
210
240
270
300
330
Temperature
Flows (m3/s)
UPSTREAM NY
0
360
DAYS (Time 0 is Oct 1, 2001: Water Year 2002)
___________
Flow.
_ _ _ _ _ _
Inflow Temperature.
Figure 3-12d Temporal varions of wastewater inflows compiled by major areas (black lines). Also shown are CSO/SW water
temperature (gray lines) and STP inflow temperature (red lines), water year 2002
0102.
RUNID= 0102.
DATE: 2/08/2006 TIME: 12:25:19
/black1/mpin0021/HYDRO/MAPPING/rivers.gdp
40
10000
RARITAN
100
20
10
10
1
10000
0
40
Flows (m3/s)
30
Temperature
1000
1000
30
100
20
10
10
1
0
30
60
90
120
150
180
210
240
270
300
330
Temperature
Flows (m3/s)
CT BASIN
0
360
DAYS (Time 0 is Oct 1, 2001: Water Year 2002)
___________
Flow.
_ _ _ _ _ _
Inflow Temperature.
Figure 3-12d Temporal varions of wastewater inflows compiled by major areas (black lines). Also shown are CSO/SW water
0102.
/black1/mpin0021/HYDRO/MAPPING/rivers.gdp
temperature
(gray lines) and STP inflow temperature (red lines), water year 2002
(continued)
RUNID= 0102.
DATE: 2/08/2006 TIME: 12:25:19
40
10000
PASSAIC
100
20
10
10
1
10000
0
40
Flows (m3/s)
30
Temperature
1000
HACKENSAC
100
20
10
10
1
10000
0
40
Flows (m3/s)
30
Temperature
1000
1000
30
100
20
10
10
1
10
0
40
Temperature
Flows (m3/s)
NY CITY
30
20
1
10
0.1
0
30
60
90
120
150
180
210
240
270
300
330
Temperature
Flows (m3/s)
UPSTREAM NY
0
360
DAYS (Time 0 is Oct 1, 2003: Water Year 2004)
___________
Flow.
_ _ _ _ _ _
Inflow Temperature.
Figure 3-12e Temporal varions of wastewater inflows compiled by major areas (black lines). Also shown are CSO/SW water
temperature (gray lines) and STP inflow temperature (red lines), water year 2004
0304.
RUNID= 0304.
DATE: 2/08/2006 TIME: 17:15:35
/black1/mpin0021/HYDRO/MAPPING/rivers.gdp
40
10000
RARITAN
100
20
10
10
1
10000
0
40
Flows (m3/s)
30
Temperature
1000
1000
30
100
20
10
10
1
0
30
60
90
120
150
180
210
240
270
300
330
Temperature
Flows (m3/s)
CT BASIN
0
360
DAYS (Time 0 is Oct 1, 2003: Water Year 2004)
___________
Flow.
_ _ _ _ _ _
Inflow Temperature.
Figure
3-12e Temporal varions of wastewater inflows compiled by major areas
(black lines). Also shown are CSO/SW water
0304.
/black1/mpin0021/HYDRO/MAPPING/rivers.gdp
RUNID= 0304.
temperature
(gray lines) and STP inflow temperature (red lines), water year 2004 (continued)
DATE: 2/08/2006 TIME: 17:15:35
Figure 3-13 Location map of minor tributaries in the Lower Passaic River
40
100
10
30
1
20
0.1
10
0.01
0
Temperature
Flows (m3/s)
SECOND RIVER
40
100
10
30
1
20
0.1
10
0.01
0
Temperature
Flows (m3/s)
THIRD RIVER
40
100
10
30
1
20
0.1
10
0.01
0
30
60
90
120
150
180
210
DAYS (Time 0 is Oct 1, 1994: Water Year 1995)
240
270
300
330
Temperature
Flows (m3/s)
McDONALD BROOK
0
360
___________
Flow.
___________
Temperature.
Figure 3-14a Temporal varions of Second River, Third River, and McDonald Creek. Also shown are inflow water temperature,
water year 1995
DATE: 2/01/2006 TIME: 17:32:50
40
100
10
30
1
20
0.1
10
0.01
0
Temperature
Flows (m3/s)
SECOND RIVER
40
100
10
30
1
20
0.1
10
0.01
0
Temperature
Flows (m3/s)
THIRD RIVER
40
100
10
30
1
20
0.1
10
0.01
0
30
60
90
120
150
180
210
DAYS (Time 0 is Oct 1, 1995: Water Year 1996)
240
270
300
330
Temperature
Flows (m3/s)
McDONALD BROOK
0
360
___________
Flow.
___________
Temperature.
Figure 3-14b Temporal varions of Second River, Third River, and McDonald Creek. Also shown are inflow water temperature,
water year 1996
DATE: 2/01/2006 TIME: 17:32:50
40
100
10
30
1
20
0.1
10
0.01
0
Temperature
Flows (m3/s)
SECOND RIVER
40
100
10
30
1
20
0.1
10
0.01
0
Temperature
Flows (m3/s)
THIRD RIVER
40
100
10
30
1
20
0.1
10
0.01
0
30
60
90
120
150
180
210
DAYS (Time 0 is Oct 1, 2000: Water Year 2001)
240
270
300
330
Temperature
Flows (m3/s)
McDONALD BROOK
0
360
___________
Flow.
___________
Temperature.
Figure 3-14c Temporal varions of Second River, Third River, and McDonald Creek. Also shown are inflow water temperature,
water year 2001
DATE: 2/01/2006 TIME: 17:34:30
40
100
10
30
1
20
0.1
10
0.01
0
Temperature
Flows (m3/s)
SECOND RIVER
40
100
10
30
1
20
0.1
10
0.01
0
Temperature
Flows (m3/s)
THIRD RIVER
40
100
10
30
1
20
0.1
10
0.01
0
30
60
90
120
150
180
210
DAYS (Time 0 is Oct 1, 2001: Water Year 2002)
240
270
300
330
Temperature
Flows (m3/s)
McDONALD BROOK
0
360
___________
Flow.
___________
Temperature.
Figure 3-14d Temporal varions of Second River, Third River, and McDonald Creek. Also shown are inflow water temperature,
water year 2002
DATE: 2/01/2006 TIME: 17:32:54
40
100
10
30
1
20
0.1
10
0.01
0
Temperature
Flows (m3/s)
SECOND RIVER
40
100
10
30
1
20
0.1
10
0.01
0
Temperature
Flows (m3/s)
THIRD RIVER
40
100
10
30
1
20
0.1
10
0.01
0
30
60
90
120
150
180
210
DAYS (Time 0 is Oct 1, 2003: Water Year 2004)
240
270
300
330
Temperature
Flows (m3/s)
McDONALD BROOK
0
360
___________
Flow.
___________
Temperature.
Figure 3-14e Temporal varions of Second River, Third River, and McDonald Creek. Also shown are inflow water temperature,
water year 2004
DATE: 2/01/2006 TIME: 17:32:55
100
Discharge(m3/s)
1994-1995
10
1
0.1
100
Discharge(m3/s)
1995-1996
10
1
0.1
100
Discharge(m3/s)
1996-1997
10
1
0.1
0
30
60
90
120
150
180
210
Time(days) from October 1st
240
270
300
330
360
______ Gage data
_ _ _ _ RAINMAN data
Figure 3-15 Comparison of USGS gauged Third River flow (black lines) and RRMP computed runoff (red lines) for WY 1995,
Comparison
1996, and
1997 of USGS Gaged and RAINMAN computed flows: Third River
DATE: 2/08/2006 TIME: 13: 3: 4
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TMQR@
ƒ•’’…Ž”@‡Ž‰”•„…“@‚…”—……Ž@„…Œ@Ž„@„”@ŒŽ‡@”ˆ…@”’Ž“…ƒ”@H”@QWZRT@a’‰Œ@QUL@QYYVI@„•’‰Ž‡@”ˆ…@
†Œ„@…’‰„L@“@“ˆ—Ž@‰Ž@f‰‡•’…“@TMQUN@lƒ‹@†@“”‰Œ@’…“Œ•”‰Ž@ŒŽ‡@”ˆ…@”’Ž“…ƒ”@H”ˆ…’…@’…@”ˆ’……@
‡’‰„@ƒ…ŒŒ“@Ž@t’@QPNI@’‚‚Œ™@’…–…Ž”“@”ˆ…@„…Œ@†’@‚…””…’@’…“Œ–‰Ž‡@”ˆ…@“”‰Œ@“”’•ƒ”•’…“@†@”ˆ…@
–…Œƒ‰”‰…“N@@
s‰Žƒ…@“•’–…™@„…”ˆ“@”@”ˆ…@’‰Ž‡@“””‰Ž“@’…@Ž”@–‰Œ‚Œ…L@„…Œ@•”•”@‰“@…˜”’ƒ”…„@”@
”ˆ’……@“”Ž„’„@Œ…–…Œ“N@tˆ…™@’…@Q@@HŽ…’@‚””IL@S@@H‰„M„…”ˆI@Ž„@TNU@@HŽ…’@“•’†ƒ…I@†’@
”ˆ…@‚””N@f‰‡•’…@TMQV@ƒ’…“@Ž…’@‚””@–…Œƒ‰”‰…“@†’@”ˆ…@’•Ž„@S@…“•’……Ž”“@”@m…”…’“@QL@
R@Ž„@SN@tˆ…@ƒ’‰“Ž@’…“…Ž”…„@‰“@‚“…„@Ž@”ˆ…@Œ…Ž‡”ˆ@†@“•’–…™@…’‰„“L@—ˆ‰ƒˆ@’…@RWL@RPL@Ž„@
SX@„™“@†’@’•Ž„@Q@”ˆ’•‡ˆ@’•Ž„@SL@’…“…ƒ”‰–…Œ™N@c’‰“Ž“@‚…”—……Ž@”ˆ…@„…Œ@•”•”@Ž„@”ˆ…@
ƒŒ…”…@ “•’–…™“@ ’…@ ’…“…Ž”…„@ ‰Ž@ a…Ž„‰˜@ cN@ tˆ…@ ’…“•Œ”‰Ž‡@ rmse“L@ ’…Œ”‰–…@ rmse“@ Ž„@
ƒ’’…Œ”‰Ž@ƒ…††‰ƒ‰…Ž”“@’…@“ˆ—Ž@‰Ž@t‚Œ…@TMWN@@i†@Ž…‡Œ…ƒ”‰Ž‡@”ˆ…@’•Ž„@Q@“•’–…™L@rmse“@–’™@†’@
XNV@ƒO“@”@QYNS@ƒO“L@—‰”ˆ@@…Ž@†@QTNQ@ƒO“@Ž„@’…Œ”‰–…@rmse“@†’@XNY@E@”@QWNQ@EL@—‰”ˆ@@
…Ž@†@QRNX@EN@tˆ‰“@–Œ•…@“•‡‡…“”“@”ˆ”@”ˆ…@‚‰Œ‰”™@†@”ˆ…@„…Œ@”@’…„‰ƒ”@ƒ•’’…Ž”@–…Œƒ‰”‰…“@@‰Ž@”ˆ‰“@
’”‰ƒ•Œ’@ ƒ“…@ ‰“@ ˆ…’…„@ ‚™@ ”ˆ…@ ‘•Œ‰”™@ †@ ”ˆ…@ „”@ „•…@ ”@ ”ˆ…@ ‰Ž‚‰Œ‰”™@ ”@ „…”…’‰Ž…@ ƒ•’’…Ž”@
„‰’…ƒ”‰Ž“@”@m…”…’“@Q@Ž„@SN@@tˆ…@ƒ’’…Œ”‰Ž@ƒ…††‰ƒ‰…Ž”@’Ž‡…“@†’@PNRY@”@m…”…’@QL@’•Ž„@R@”@
PNYQ@ ”@ m…”…’“@ R@ Ž„@ SL@ ’•Ž„@ SN@ @ tˆ…@ ”‚Œ…@ ‰Ž„‰ƒ”…“@ ”ˆ”@ ”ˆ…@ •“”’…@ ’‰Ž‡“@ ˆ–…@ ’…Œ”‰–…Œ™@
“ŒŒ…’@rmse“@Ž„@’…Œ”‰–…@rmse“L@Ž„@ˆ‰‡ˆ…’@ƒ’’…Œ”‰Ž@ƒ…††‰ƒ‰…Ž”“N@
@
Table 4-7. s””‰“”‰ƒŒ@e–Œ•”‰Ž@†@m„…Œ@p…’†’Žƒ…@†’@c•’’…Ž”@m…”…’@d”@
n
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r•Ž„@Q@
s””‰Ž@
r•Ž„@R@
r•Ž„@S@
rmse@
HƒO“I@
r…ŒN@
rmse@
HEI@
c’’N@
c…†N@
rmse@
HƒO“I@
r…ŒN@
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HEI@
c’’N@
c…†N@
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rmse@
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c’’N@
c…†N@
Q@
m…”…’@Q@
QYNQ@
RUNQ@
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QYNS@
QWNQ@
PNRY@
QWNQ@
QVNP@
PNXS@
R@
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RSNV@
RPNW@
PNSY@
QXNX@
QTNV@
PNXP@
QPNX@
XNY@
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S@
m…”…’@S@
RQNS@
SVNQ@
PNPU@
QPNR@
QQNS@
PNXX@
XNV@
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TNSNS@ t……’”•’…@Ž„@cŽ„•ƒ”‰–‰”™@
tˆ…@ „…Œ@ —“@ ƒŒ‰‚’”…„@ ‡‰Ž“”@ SPM„™@ ƒŽ”‰Ž••“@ ‚””@ ”……’”•’…@ Ž„@ ƒŽ„•ƒ”‰–‰”™@
…“•’……Ž”“@„…@”@”—@Œƒ”‰Ž“@HmQ@Ž„@mRI@‰Ž@”ˆ…@l—…’@p““‰ƒ@r‰–…’@‰Ž@QYYU@Ž„@QYYVN@@iŽ@
TMQS@
„„‰”‰ŽL@tsi@†‰…Œ„@“•’–…™@’‡’@ƒŽ„•ƒ”…„@‰Ž@”ˆ…@“’‰Ž‡@QYYV@ƒŽ“‰“”…„@†@“…’‰…“@†@“‰˜@ctd@ƒ“”“@
”@ …‰‡ˆ”@ ”’Ž“…ƒ”“@ Hg’•@ R@ r•Ž„@ R@ Ž„@ S@ „”@ “…”I@ ŒŽ‡@ ”ˆ…@ ˜‰“@ †@ ”ˆ…@ l—…’@ p““‰ƒ@ r‰–…’N@@
f‰‡•’…@ TMQ@ Ž„@ f‰‡•’…@ TMR@ “ˆ—@ ”ˆ…@ “Œ‰Ž‡@ ”‰…Œ‰Ž…“@ Ž„@ ”ˆ…@ ”’Ž“…ƒ”@ Œƒ”‰Ž“N@ @ tˆ…“…@ ctd@
”’Ž“…ƒ”“@ƒ“”“@ƒ–…’…„@”ˆ…@‚…‡‰ŽŽ‰Ž‡L@‰„„Œ…L@Ž„@…Ž„@†@…ƒˆ@”’Ž“…ƒ”@“@”ˆ…@“ˆ‰M•Ž”…„@ƒ•’’…Ž”@
–…Œƒ‰”™@’†‰Œ…“@H„‰“ƒ•““…„@•Ž„…’@TNSNRI@—…’…@‚”‰Ž…„N@
f‰‡•’…@ TMQW@ Ž„@ f‰‡•’…@ TMQX@ “ˆ—@ ”ˆ…@ ”‰…@ “…’‰…“@ †@ ”……’”•’…@ ”@ ”ˆ…@ QYYU@ Ž„@ QYYV@
’‰Ž‡@ Œƒ”‰Ž“L@ ’…“…ƒ”‰–…Œ™N@ @ b…ƒ•“…@ ”ˆ…@ ƒŽ„•ƒ”‰–‰”™@ „”@ —…’…@ •Ž‚Œ…@ ”@ ‚…@ ƒŽ–…’”…„@ ”@
“Œ‰Ž‰”™@ –Œ•…“@ H„•…@ ”@ ”ˆ…@ ‚“…Žƒ…@ †@ “…Ž“’@ ‰Ž†’”‰ŽIL@ ŽŒ™@ ”ˆ…@ ‚””@ ”……’”•’…@ „”@ H’…„@
Œ‰Ž…“I@’…@…˜‰Ž…„@‡‰Ž“”@„…Œ@’…“•Œ”“@H‚Œƒ‹@Œ‰Ž…“IN@@tˆ…@’…“•Œ”“@“ˆ—@‡„@‡’………Ž”@‚…”—……Ž@
‚“…’–…„@Ž„@ƒ•”…„@‚””@”……’”•’…N@@b”ˆ@”ˆ…@’Ž‡…@†@”‰„Œ@†Œ•ƒ”•”‰Ž@Ž„@‡…Ž…’Œ@”’…Ž„@
†@”……’”•’…@–…’@”ˆ…@„…Œ™…Ž”@…’‰„“@’…@—…ŒŒ@’…’„•ƒ…„N@
f‰‡•’…“@TMQY@Ž„@TMRP@“ˆ—@”ˆ…@”‰…@“…’‰…“@†@”……’”•’…@Ž„@“Œ‰Ž‰”™@†’@SP@„™“@”@…‰‡ˆ”@
”’Ž“…ƒ”@Œƒ”‰Ž“@‰Ž@Œ”…@j•Œ™@”ˆ’•‡ˆ@…’Œ™@a•‡•“”@QYYTN@@oŽŒ™@Ž…@“•’–…™@—“@ƒŽ„•ƒ”…„@”@…ƒˆ@
”’Ž“…ƒ”N@ @ aŒŒ@ ctd@ ƒ“”@ „”@ ”@ …ƒˆ@ ”’Ž“…ƒ”@ —…’…@ Œ””…„@ ’…‡’„Œ…““@ †@ “Œ…@ „…”ˆ@ Ž„@ ”ˆ…‰’@
“‰”‰Ž@—‰”ˆ‰Ž@…ƒˆ@”’Ž“…ƒ”N@@tˆ…@–…’”‰ƒŒ@Œ‰Ž…“@Œ””…„@‰Ž@”ˆ…@†‰‡•’…@‰Ž„‰ƒ”…@”ˆ…@’Ž‡…@†@„”N@@tˆ…@
…Ž@–Œ•…“@†@…ƒˆ@”’Ž“…ƒ”@“•’–…™@’…@‰Ž„‰ƒ”…„@“@…Ž@ƒ‰’ƒŒ…“N@@tˆ…@•ƒ‰”™@†@”ˆ…@‚“…’–…„@„”@
‹…“@ ‰”@ „‰††‰ƒ•Œ”@ ”@ „’—@ „…†‰Ž‰”‰–…@ “””……Ž”“@ ’…‡’„‰Ž‡@ ”ˆ…@ ‡’………Ž”@ ‚…”—……Ž@ „…Œ@ Ž„@ †‰…Œ„@
„”N@ @ y…”L@ •“‰Ž‡@ ”ˆ…@ –‰Œ‚Œ…@ „”L@ †‰‡•’…“@ TMQY@ Ž„@ TMRP@ “ˆ—@ ”ˆ”@ ‚”ˆ@ ”ˆ…@ „…Œ@ ƒ•”…„@
“Œ‰Ž‰”™@Ž„@”……’”•’…@”ƒˆ@‘•‰”…@—…ŒŒ@—‰”ˆ@”ˆ…@„”@”@ŒŒ@”’Ž“…ƒ”“@„…“‰”…@”ˆ…@“ƒ’ƒ…@†‰…Œ„@„”N@@
tˆ…@ „…Œ@ ’…’„•ƒ…“@ “Œ‰Ž‰”™@ –’™‰Ž‡@ —‰”ˆ@ ”ˆ…@ ”‰„Œ@ ƒ™ƒŒ…@ “@ —…ŒŒ@ “@ ”ˆ…@ Œ…–…Œ@ †@ •“”’…@ “Œ‰Ž‰”™@
‰Ž”’•“‰ŽN@
tˆ…@”‰…@“…’‰…“@†@’…„@”……’”•’…@„”@Hf‰‡•’…@TMQXI@“ˆ—@–’‰”‰Ž@†@RMSÚc@–…’@”ˆ…@
”‰„Œ@ƒ™ƒŒ…“N@@@a†”…’@…˜‰Ž‰Ž‡@”ˆ…@„…Œ@ƒ•”…„@“Œ‰Ž‰”™@”‰…@“…’‰…“L@—ˆ‰ƒˆ@‰“@“ˆ—Ž@‰Ž@”ˆ…@Œ—…’@
Ž…Œ@ †@ f‰‡•’…@ TMQWIL@ ‰”@ …’“@ ”ˆ”@ —’…’@ —”…’@ †Œ—“@ „—Ž“”’…@ •Ž„…’@ …‚‚@ ƒ•’’…Ž”@ —ˆ‰Œ…@
ƒŒ„…’@—”…’@–…“@•“”’…@•Ž„…’@†Œ„@ƒ•’’…Ž”N@
f‰‡•’…“@TMRQ@Ž„@TMRR@“ˆ—@”ˆ…@”‰…@“…’‰…“@†@”……’”•’…@Ž„@“Œ‰Ž‰”™@†’@VP@„™“@”@…ƒˆ@
”’Ž“…ƒ”@‰Ž@”ˆ…@“’‰Ž‡@†@QYYVN@@wˆ‰Œ…@”ˆ…@„…Œ@ƒ•”…„@“Œ‰Ž‰”™@”ƒˆ…“@”ˆ…@„”@”@…–…’™@”’Ž“…ƒ”@
Œƒ”‰ŽL@”ˆ…@ƒ•”…„@”……’”•’…“@’…@…’“‰“”…Ž”Œ™@Œ—…’@”ˆŽ@”ˆ…@‚“…’–…„@„”N@@@
i”@ “ˆ•Œ„@ ‚…@ Ž”…„@ ”ˆ”L@ „•’‰Ž‡@ ”ˆ…@ “’‰Ž‡@ QYYV@ “•’–…™L@ ”ˆ…@ “Œ‰Ž‰”™@ ‰Ž@ ”ˆ…@ l—…’@ p““‰ƒ@
r‰–…’@ ‰“@ •ƒˆ@ Œ—…’@ ”ˆŽ@ ”ˆ”@ ‚“…’–…„@ „•’‰Ž‡@ ”ˆ…@ “•…’@ Œ—@ †Œ—@ ƒŽ„‰”‰Ž@ H“……@ f‰‡•’…@ TMRPIN@@
tˆ…@ ”‰„Œ@ –’‰”‰Ž@ †@ “Œ‰Ž‰”™@ ‰“@ Œ“@ ˆ‰‡ˆ…’@ ‰Ž@ ”ˆ‰“@ …’‰„@ ’…†Œ…ƒ”‰Ž‡@ @ ‡’…”…’@ ˆ‰‡ˆ…’@ ˆ’‰šŽ”Œ@
“Œ‰Ž‰”™@‡’„‰…Ž”@„•…@”@”ˆ…@ˆ‰‡ˆ@–Œ•…@†@•“”’…@†’…“ˆ—”…’@‰Ž†Œ—N@
TMQT@
TNT@ model@calibration@with@data@collected@by@imcs@of@rutgers@
universityZ@RPPPMRPPT@
e˜”…Ž“‰–…@’’™“@†@adcp“@Ž„@‚””@•Ž”…„@@tOs@Ž„@’…““•’…@“…Ž“’@„”@ƒŒŒ…ƒ”…„@‚™@
imcs@‚…”—……Ž@d…ƒ…‚…’@RPPP@Ž„@s…”…‚…’@RPPT@’–‰„…„@@ˆ‰‡ˆ@‘•Œ‰”™@„”@“…”@‰Ž@”ˆ…@l—…’@
p““‰ƒ@r‰–…’L@n…—’‹@b™L@k‰ŒŒ@–Ž@k•ŒŒL@Ž„@a’”ˆ•’@k‰ŒŒN@@tˆ…@”‰…Œ‰Ž…“@†@„”@ƒŒŒ…ƒ”‰Ž@…’‰„@
Ž„@”ˆ…@“””‰Ž@Œƒ”‰Ž“@’…@“ˆ—Ž@‰Ž@f‰‡•’…@TMS@H•…’@Ž…ŒI@Ž„@f‰‡•’…@TMTL@’…“…ƒ”‰–…Œ™N@@@tˆ…@
„”@—“@•“…„@†’@”—@„…Œ@ƒŒ‰‚’”‰Ž“@…’‰„“Z@@‰I@RPPPMRPPRL@•“‰Ž‡@„”@ƒŒŒ…ƒ”…„@•”“‰„…@†@”ˆ…@
l—…’@p““‰ƒ@r‰–…’L@Ž„@‰‰I@RPPT@•“‰Ž‡@„”@ƒŒŒ…ƒ”…„@‰Ž@”ˆ…@l—…’@p““‰ƒ@r‰–…’N@
TNTNQ@ m„…Œ@cŒ‰‚’”‰Ž@—‰”ˆ@RPPPMRPPR@imcs@d”@s…”@
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TNTNQNQ@ t‰„Œ@eŒ…–”‰Ž“@
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s…‰„‰•’ŽŒ@Ž„@„‰•’ŽŒ@–’‰”‰Ž“@‰Ž@“Œ‰Ž‰”™@’…@Œ’‡…’@”ˆŽ@”ˆ“…@†’@”……’”•’…N@@iŽ@”ˆ…@
l—…’@p““‰ƒ@r‰–…’L@”ˆ…@„…Œ@’…’„•ƒ…„@“•’†ƒ…@Ž„@‚””@ˆ•’Œ™@“Œ‰Ž‰”™@–’‰”‰Ž“@‘•‰”…@—…ŒŒ@
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“Œ‰Ž‰”™@ ‰Ž@ ”ˆ…@ hƒ‹…Ž“ƒ‹@ r‰–…’L@ ‚™@ “@ •ƒˆ@ “@ U@ “•@ ‰Ž@ “‰”…@ †@ @ ƒ’…†•Œ@ ƒƒ•Ž”‰Ž‡@ †@ ŒŒ@
†’…“ˆ—”…’@ ‰Ž†Œ—“L@ “@ ƒ•”…„@ ‚™@ ”ˆ…@ ŒŽ„“‰„…@ ’•Ž††@ „…ŒL@ rainmanL@ ’…‘•‰’…„@ ”ˆ…@ ’…M
ƒŽ†‰‡•’”‰Ž@ †@ ”ˆ…@ „…Œ@ —‰”ˆ@ Ž@ „„‰”‰ŽŒ@ QPP@ ƒ†“@ †@ †’…“ˆ—”…’@ ‰Ž@ ’„…’@ ”@ ‚…””…’@ ”ƒˆ@ ”ˆ…@
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Near Bottom ACM and ADCP Velocity Data (05/30/96)
ACM
Tide Gages
Up
Mid
Low
Group2 CTD Data - T/S, Press.
G2R1
G2R2
G2R3
TSS
Group 3 Mooring Data - Velocity, T/S
M1R1
M1R2
M1R3
M2R1
M2R2
M2R3
M3R1
M3R2
M3R3
Group 3 ADCP Data - Velocity, T/S, Press.
G3R1
G3R2
G3R3
Jan 1995
Jun
Dec Jan 1996
Jun
Dec
Time (days) from January 1, 1995
Figure 4-1 Timeline diagram of TSI field sampling data collected in 1995 and 1996
in the Lower Passaic River
DATE: 1/31/2006 TIME: 13:16:22
122%&'()*%'+,-.%
/)**0
%'()*%'+,-.%
"#$%&'()*%'+,-.%
Figure 4-2 Locations
TSI
field
sampling
"#$%&'()*+of
(,.(/012
3
#4$(3
5607#54/stations
Temperature, Salinity, Pressure and Current Meter Data
NB1
NB3
KVK
AK
PA
O
N
D
J
F
M
A
M
J
J
A
S
O
N
D
J
Oct 2000 - Sep 2001
F
M
A
M
J
J
A
S
Oct 2001 - Sep 2002
T/S Mooring Data
M1-B
M1-T
M2-B
M2-T
M2aB
M2aT
M2bT
M3-B
M3-T
M4-B
M4-T
M5-B
M5-T
Pressure Sensor
M1-B
M3-B
M5-B
Current Meter (ADCP,ADP)
M2
M2a
M3
M2b
A
S
O
2004
N
D
J
F
M
A
M
J
2005
Figure 4-3 Timeline diagram of IMCS field sampling data collected between 2000
and 2002 (upper panel) and 2004 (lower panel)
DATE: 1/31/2006 TIME: 13: 2:53
J
562000 564000 566000 568000 570000 572000 574000 576000
NB1
4506000
P
###
4506000
or
N
ew
t
Ba
y
Newark
ar
k
4504000
N
ew
ar
k
4504000
4502000
Elizabeth
4500000
#
Bayonne
NB3
Linden
##
###
##
KVK
AK
4502000
4500000
4498000
4498000
4496000
4496000
Rahway River
4494000
Staten Island
4492000
4492000
4490000
4490000
4488000
4494000
Fresh Kills
Arth
Carteret
ur K
ill
Rahway
4488000
Perth
Amboy
4486000
4486000
#
PA
Raritan Bay
4484000
4484000
562000 564000 566000 568000 570000 572000 574000 576000
Figure 4-4 Locations of IMSC field sampling stations in the Newak Bay, Kill van
Kull and Arthur Kill ( 2000 - 2002)
570500 571000 571500 572000 572500 573000 573500 574000 574500
Kearny
4512500
#
4512500
M5
4512000
4512000
Meadowlands
4511500
4511500
Clay St. Bridge
4511000 #
ge
. Brid
e St
ridg
4511000
Harrison
B
4510500
#
M2
#
M4
Point
4510000
4509000
4508500
4508000
No Point
4510000
4509500
#
M3
Jackson St. Bridge
4509500
4510500
4509000
M1
#
4508500
4508000
Mouth of Passaic River
570500 571000 571500 572000 572500 573000 573500 574000 574500
Figure 4-5 Locations of IMCS field sampling stations in the Lower Passaic River (2004)
550000
560000
570000
580000
590000
4530000
307
160
4520000
#
M1
##
#
161
Sampling Stations
#
#
Sta_utm83.shp
Battelle
Stations
Nyh_utm83.shp
159
#
# M2
# 139
4520000
M4 M11
# M14M7#
##
#
# 141
# M6
# 302
# M5
305
# 301
4500000
#M12
# M10
# ##
207 M3 M9
#
##
M13
4510000
303
M8
306 #
Mead_utm83.shp
MERI
Stations
4530000
# 304
# 158
# 55
# 4510000
# 143
#
46
4500000
# 144
# 106 # 104
# 146
4490000
4490000
# 147
# 109
4480000
# 309# 157
4470000
550000
# 308
# 210
# 110
# 112
# 156
560000
# 155
570000
# 166
4480000
# 113
# 209
580000
# 168
# 169
# 170
4470000
590000
Figure 4-6 Locations of Battelle Oceans Sciences and MERI sampling stations
(1994-1995)
Temperature(degC)
35
Passaic River - Dundee Dam (307,P8)
30
25
20
15
10
5
Temperature(degC)
0
35
Passaic River (160,P6)
30
25
20
15
10
5
Temperature(degC)
0
35
Passaic River (159,P4)
30
25
20
15
10
5
0
210
215
220
225
230
235
240
245
Time(days) From Oct. 1, 1994
250
255
260
Surface Data
Bottom Data
265
270
__ _ __ _ _ Model Surface
_________ Model Bottom
Comparison of Instantaneous Surface and Bottom Temperature
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/tempBat51
Page:3/5
Figure 4-7 Comparison of hourly computed temperature with Battelle and MERI data for a period of 60 days
DATE: 4/07/2006 TIME: 13:54:49
Temperature(degC)
35
Passaic River (P3)
30
25
20
15
10
5
Temperature(degC)
0
35
Passaic River (305)
30
25
20
15
10
5
Temperature(degC)
0
35
Mouth of Passaic River (P1)
30
25
20
15
10
5
0
210
215
220
225
230
235
240
245
Time(days) From Oct. 1, 1994
250
255
260
Surface Data
Bottom Data
265
270
__ _ __ _ _ Model Surface
_________ Model Bottom
Comparison of Instantaneous Surface and Bottom Temperature
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/tempBat51
Page:4/5
Figure 4-7 Comparison of hourly computed temperature with Battelle and MERI data for a period of 60 days
(continued)
DATE: 4/07/2006 TIME: 13:54:49
Temperature(degC)
35
304-Upstream Hackensack River
30
25
20
15
10
5
Temperature(degC)
0
35
M1,B161-Hackensack River at Overpeck Cr.
30
25
20
15
10
5
Temperature(degC)
0
35
M12-Overpeck Creek
30
25
20
15
10
5
0
210
215
220
225
230
235
240
245
Time(days) From Oct. 1, 1994
250
255
260
Surface Data
Bottom Data
265
270
__ _ __ _ _ Model Surface
_________ Model Bottom
Comparison of Instantaneous Surface and Bottom Temperature
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/tempBat51
Page:1/5
Figure 4-7 Comparison of hourly computed temperature with Battelle and MERI data for a period of 60 days
(continued)
DATE: 4/07/2006 TIME: 13:54:49
Temperature(degC)
35
M3,B303-Hackensack River at Mill Cr.
30
25
20
15
10
5
Temperature(degC)
0
35
M4,B207-Hackensack River at Berrys Cr.
30
25
20
15
10
5
Temperature(degC)
0
35
M5,B302-Hackensack River at the riverbend, Penhorn Cr.
30
25
20
15
10
5
0
210
215
220
225
230
235
240
245
Time(days) From Oct. 1, 1994
250
255
260
Surface Data
Bottom Data
265
270
__ _ __ _ _ Model Surface
_________ Model Bottom
Comparison of Instantaneous Surface and Bottom Temperature
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/tempBat51
Page:2/5
Figure 4-7 Comparison of hourly computed temperature with Battelle and MERI data for a period of 60 days
(continued)
DATE: 4/07/2006 TIME: 13:54:49
Temperature(degC)
35
Upper Newark Bay (301,PB2,NB2)
30
25
20
15
10
5
Temperature(degC)
0
35
Lower Newark Bay (158)
30
25
20
15
10
5
Temperature(degC)
0
35
PVSC-Lower Newark Bay (NB7,PB1,NB1)
30
25
20
15
10
5
0
210
215
220
225
230
235
240
245
Time(days) From Oct. 1, 1994
250
255
260
Surface Data
Bottom Data
265
270
__ _ __ _ _ Model Surface
_________ Model Bottom
Comparison of Instantaneous Surface and Bottom Temperature
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/tempBat51
Page:5/5
Figure 4-7 Comparison of hourly computed temperature with Battelle and MERI data for a period of 60 days
(continued)
DATE: 4/07/2006 TIME: 13:54:49
Temperature(degC)
35
Passaic River - Dundee Dam (307,P8)
30
25
20
15
10
5
Temperature(degC)
0
35
Passaic River (160,P6)
30
25
20
15
10
5
Temperature(degC)
0
35
Passaic River (159,P4)
30
25
20
15
10
5
0
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
Time(days) From Oct. 1, 1994
240
M
270
J
300
330
360
J
A
S
Surface Data __ _ __ _ _ Model Surface
Bottom Data _________ Model Bottom
Comparison of 34 Hour Lowpass Surface and Bottom Temperature
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/tempBat51_35hlp
Page:3/5
Figure 4-8 Comparison of 35 hour lowpassed computed temperature with Battelle and MERI data over a period
of one year
DATE: 4/07/2006 TIME: 13:53:10
Temperature(degC)
35
Passaic River (P3)
30
25
20
15
10
5
Temperature(degC)
0
35
Passaic River (305)
30
25
20
15
10
5
Temperature(degC)
0
35
Mouth of Passaic River (P1)
30
25
20
15
10
5
0
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
Time(days) From Oct. 1, 1994
240
M
270
J
300
330
360
J
A
S
Surface Data __ _ __ _ _ Model Surface
Bottom Data _________ Model Bottom
Comparison of 34 Hour Lowpass Surface and Bottom Temperature
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/tempBat51_35hlp
Page:4/5
Figure 4-8 Comparison of 35 hour lowpassed computed temperature with Battelle and MERI data over a period
of one year (continued)
DATE: 4/07/2006 TIME: 13:53:10
Temperature(degC)
35
304-Upstream Hackensack River
30
25
20
15
10
5
Temperature(degC)
0
35
M1,B161-Hackensack River at Overpeck Cr.
30
25
20
15
10
5
Temperature(degC)
0
35
M12-Overpeck Creek
30
25
20
15
10
5
0
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
Time(days) From Oct. 1, 1994
240
M
270
J
300
330
360
J
A
S
Surface Data __ _ __ _ _ Model Surface
Bottom Data _________ Model Bottom
Comparison of 34 Hour Lowpass Surface and Bottom Temperature
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/tempBat51_35hlp
Page:1/5
Figure 4-8 Comparison of 35 hour lowpassed computed temperature with Battelle and MERI data over a period
of one year (continued)
DATE: 4/07/2006 TIME: 13:53:10
Temperature(degC)
35
M3,B303-Hackensack River at Mill Cr.
30
25
20
15
10
5
Temperature(degC)
0
35
M4,B207-Hackensack River at Berrys Cr.
30
25
20
15
10
5
Temperature(degC)
0
35
M5,B302-Hackensack River at the riverbend, Penhorn Cr.
30
25
20
15
10
5
0
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
Time(days) From Oct. 1, 1994
240
M
270
J
300
330
360
J
A
S
Surface Data __ _ __ _ _ Model Surface
Bottom Data _________ Model Bottom
Comparison of 34 Hour Lowpass Surface and Bottom Temperature
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/tempBat51_35hlp
Page:2/5
Figure 4-8 Comparison of 35 hour lowpassed computed temperature with Battelle and MERI data over a period
of one year (continued)
DATE: 4/07/2006 TIME: 13:53:10
Temperature(degC)
35
Upper Newark Bay (301,PB2,NB2)
30
25
20
15
10
5
Temperature(degC)
0
35
Lower Newark Bay (158)
30
25
20
15
10
5
Temperature(degC)
0
35
PVSC-Lower Newark Bay (NB7,PB1,NB1)
30
25
20
15
10
5
0
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
Time(days) From Oct. 1, 1994
240
M
270
J
300
330
360
J
A
S
Surface Data __ _ __ _ _ Model Surface
Bottom Data _________ Model Bottom
Comparison of 34 Hour Lowpass Surface and Bottom Temperature
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/tempBat51_35hlp
Page:5/5
Figure 4-8 Comparison of 35 hour lowpassed computed temperature with Battelle and MERI data over a period
of one year (continued)
DATE: 4/07/2006 TIME: 13:53:10
35
Passaic River - Dundee Dam (307,P8)
Salinity(psu)
30
25
20
15
10
5
0
35
Passaic River (160,P6)
Salinity(psu)
30
25
20
15
10
5
0
35
Passaic River (159,P4)
Salinity(psu)
30
25
20
15
10
5
0
210
215
220
225
230
235
240
245
Time(days) From Oct. 1, 1994
250
255
260
Surface Data
Bottom Data
265
__ _ __ _ _ Model Surface
_________ Model Bottom
Comparison of Instantaneous Surface and Bottom Salinity
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/saltBat51
Page:3/5
Figure 4-9 Comparison of hourly computed salinity with Battelle and MERI data for a period of 60 days
DATE: 4/07/2006 TIME: 14:16:46
270
35
Passaic River (P3)
Salinity(psu)
30
25
20
15
10
5
0
35
Passaic River (305)
Salinity(psu)
30
25
20
15
10
5
0
35
Mouth of Passaic River (P1)
Salinity(psu)
30
25
20
15
10
5
0
210
215
220
225
230
235
240
245
Time(days) From Oct. 1, 1994
250
255
260
Surface Data
Bottom Data
265
270
__ _ __ _ _ Model Surface
_________ Model Bottom
Comparison of Instantaneous Surface and Bottom Salinity
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/saltBat51
Page:4/5
Figure 4-9 Comparison of hourly computed salinity with Battelle and MERI data for a period of 60 days (continued)
DATE: 4/07/2006 TIME: 14:16:46
35
304-Upstream Hackensack River
Salinity(psu)
30
25
20
15
10
5
0
35
M1,B161-Hackensack River at Overpeck Cr.
Salinity(psu)
30
25
20
15
10
5
0
35
M12-Overpeck Creek
Salinity(psu)
30
25
20
15
10
5
0
210
215
220
225
230
235
240
245
Time(days) From Oct. 1, 1994
250
255
260
Surface Data
Bottom Data
265
__ _ __ _ _ Model Surface
_________ Model Bottom
Comparison of Instantaneous Surface and Bottom Salinity
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/saltBat51
Page:1/5
Figure 4-9 Comparison of hourly computed salinity with Battelle and MERI data for a period of 60 days (continued)
DATE: 4/07/2006 TIME: 14:16:46
270
35
M3,B303-Hackensack River at Mill Cr.
Salinity(psu)
30
25
20
15
10
5
0
35
M4,B207-Hackensack River at Berrys Cr.
Salinity(psu)
30
25
20
15
10
5
0
35
M5,B302-Hackensack River at the riverbend, Penhorn Cr.
Salinity(psu)
30
25
20
15
10
5
0
210
215
220
225
230
235
240
245
Time(days) From Oct. 1, 1994
250
255
260
Surface Data
Bottom Data
265
270
__ _ __ _ _ Model Surface
_________ Model Bottom
Comparison of Instantaneous Surface and Bottom Salinity
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/saltBat51
Page:2/5
Figure 4-9 Comparison of hourly computed salinity with Battelle and MERI data for a period of 60 days (continued)
DATE: 4/07/2006 TIME: 14:16:46
35
Upper Newark Bay (301,PB2,NB2)
Salinity(psu)
30
25
20
15
10
5
0
35
Lower Newark Bay (158)
Salinity(psu)
30
25
20
15
10
5
0
35
PVSC-Lower Newark Bay (NB7,PB1,NB1)
Salinity(psu)
30
25
20
15
10
5
0
210
215
220
225
230
235
240
245
Time(days) From Oct. 1, 1994
250
255
260
Surface Data
Bottom Data
265
270
__ _ __ _ _ Model Surface
_________ Model Bottom
Comparison of Instantaneous Surface and Bottom Salinity
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/saltBat51
Page:5/5
Figure 4-9 Comparison of hourly computed salinity with Battelle and MERI data for a period of 60 days (continued)
DATE: 4/07/2006 TIME: 14:16:46
35
Passaic River - Dundee Dam (307,P8)
Salinity(psu)
30
25
20
15
10
5
0
35
Passaic River (160,P6)
Salinity(psu)
30
25
20
15
10
5
0
35
Passaic River (159,P4)
Salinity(psu)
30
25
20
15
10
5
0
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
Time(days) From Oct. 1, 1994
240
M
270
J
300
330
360
J
A
S
Surface Data __ _ __ _ _ Model Surface
Bottom Data _________ Model Bottom
Comparison of 34 Hour Lowpass Surface and Bottom Salinity
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/saltBat51_35hlp
Page:3/5
Figure 4-10 Comparison of 35 hour lowpassed computed salinity with Battelle and MERI data over a period of
one year
DATE: 4/07/2006 TIME: 14:41:44
35
Passaic River (P3)
Salinity(psu)
30
25
20
15
10
5
0
35
Passaic River (305)
Salinity(psu)
30
25
20
15
10
5
0
35
Mouth of Passaic River (P1)
Salinity(psu)
30
25
20
15
10
5
0
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
Time(days) From Oct. 1, 1994
240
M
270
J
300
330
360
J
A
S
Surface Data __ _ __ _ _ Model Surface
Bottom Data _________ Model Bottom
Comparison of 34 Hour Lowpass Surface and Bottom Salinity
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/saltBat51_35hlp
Page:4/5
Figure 4-10 Comparison of 35 hour lowpassed computed salinity with Battelle and MERI data over a period of
one year (continued)
DATE: 4/07/2006 TIME: 14:41:44
35
304-Upstream Hackensack River
Salinity(psu)
30
25
20
15
10
5
0
35
M1,B161-Hackensack River at Overpeck Cr.
Salinity(psu)
30
25
20
15
10
5
0
35
M12-Overpeck Creek
Salinity(psu)
30
25
20
15
10
5
0
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
Time(days) From Oct. 1, 1994
240
M
270
J
300
330
360
J
A
S
Surface Data __ _ __ _ _ Model Surface
Bottom Data _________ Model Bottom
Comparison of 34 Hour Lowpass Surface and Bottom Salinity
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/saltBat51_35hlp
Page:1/5
Figure 4-10 Comparison of 35 hour lowpassed computed salinity with Battelle and MERI data over a period of
one year (continued)
DATE: 4/07/2006 TIME: 14:41:44
35
M3,B303-Hackensack River at Mill Cr.
Salinity(psu)
30
25
20
15
10
5
0
35
M4,B207-Hackensack River at Berrys Cr.
Salinity(psu)
30
25
20
15
10
5
0
35
M5,B302-Hackensack River at the riverbend, Penhorn Cr.
Salinity(psu)
30
25
20
15
10
5
0
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
Time(days) From Oct. 1, 1994
240
M
270
J
300
330
360
J
A
S
Surface Data __ _ __ _ _ Model Surface
Bottom Data _________ Model Bottom
Comparison of 34 Hour Lowpass Surface and Bottom Salinity
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/saltBat51_35hlp
Page:2/5
Figure 4-10 Comparison of 35 hour lowpassed computed salinity with Battelle and MERI data over a period of
one year (continued)
DATE: 4/07/2006 TIME: 14:41:44
35
Upper Newark Bay (301,PB2,NB2)
Salinity(psu)
30
25
20
15
10
5
0
35
Lower Newark Bay (158)
Salinity(psu)
30
25
20
15
10
5
0
35
PVSC-Lower Newark Bay (NB7,PB1,NB1)
Salinity(psu)
30
25
20
15
10
5
0
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
Time(days) From Oct. 1, 1994
240
M
270
J
300
330
360
J
A
S
Surface Data __ _ __ _ _ Model Surface
Bottom Data _________ Model Bottom
Comparison of 34 Hour Lowpass Surface and Bottom Salinity
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/saltBat51_35hlp
Page:5/5
Figure 4-10 Comparison of 35 hour lowpassed computed salinity with Battelle and MERI data over a period of
one year (continued)
DATE: 4/07/2006 TIME: 14:41:44
35
304-Upstream Hackensack River
Salinity(psu)
30
25
20
15
10
5
0
35
M1,B161-Hackensack River at Overpeck Cr.
Salinity(psu)
30
25
20
15
10
5
0
35
M12-Overpeck Creek
Salinity(psu)
30
25
20
15
10
5
0
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
240
M
270
J
Time(days) From Oct. 1, 1994
Comparison of 34 Hour Lowpass Surface and Bottom Salinity
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/saltBat51_35hlp
Page:1/5
Figure 4-11 Sensitity run results using additional 100 cfs in the Hackensack River
DATE: 4/07/2006 TIME: 16:37:51
300
330
360
J
A
S
Surface Data __ _ __ _ _ Model Surface
Bottom Data _________ Model Bottom
35
M2-Hackensack River at Losen Slofe
Salinity(psu)
30
25
20
15
10
5
0
35
M3,B303-Hackensack River at Mill Cr.
Salinity(psu)
30
25
20
15
10
5
0
0
30
O
60
N
90
D
120
J
150
F
180
M
210
A
Time(days) From Oct. 1, 1994
240
M
270
J
300
Comparison of 34 Hour Lowpass Surface and Bottom Salinity
/black1/mpin0021/HYDRO/PLOTS_94-04/TANDS/saltBat51_35hlp
Figure 4-11 Sensitity run results using additional 100 cfs in the Hackensack River
DATE: 4/07/2006 TIME: 16:37:51
330
360
J
A
S
Surface Data __ _ __ _ _ Model Surface
Bottom Data _________ Model Bottom
200
Upper Reach Tide Gauge
Elevation(cm)
100
0
-100
-200
200
Middle Reach Tide Gauge
Elevation(cm)
100
0
-100
-200
200
Lower Reach Tide Gauge
Elevation(cm)
100
0
-100
-200
0
5
10
15
May 1995
20
25
___________ TSI Data
___ _ _ ___ Model Computed
Comparisons
of Hourly
Water Surface
Elevations
with
Data
Figure 4-12
Comparison
of hourly
water
elevations
at TSI stations over a period of one month (May 1995)
/black4/mpin0021/HYDRO/RUN9495_0101/PLOTS/TSI/ELEV/ele_tsi_hrly.gdp
DATE: 4/11/2006 TIME: 10:59:46
30
50
Upper Reach Tide Gauge
Elevation(cm)
25
0
-25
-50
50
Middle Reach Tide Gauge
Elevation(cm)
25
0
-25
-50
50
Lower Reach Tide Gauge
Elevation(cm)
25
0
-25
-50
210
215
220
225
230
235
240
245
Time(days) From Oct. 1, 1994
RUN9495_0101
250
255
260
265
270
___________ TSI Data
___ _ _ ___ Model Computed
Comparisons of 35 Hour Lowpass Water Surface Elevations with Data
Figure 4-13 Comparison of 35 hours low passed water elevations at TSI stations over a period of two month (May-June 1995)
/black4/mpin0021/HYDRO/RUN9495_0101/PLOTS/TSI/ELEV/elev_tsi_35hlp_210.gdp
DATE: 4/11/2006 TIME: 11: 0:21
Elevation(cm)
50
Upper Reach Tide Gauge
25
0
-25
-50
Elevation(cm)
50
Middle Reach Tide Gauge
25
0
-25
-50
Elevation(cm)
50
Lower Reach Tide Gauge
25
0
-25
-50
180
210
A
240
M
270
J
300
J
330
A
1995
360
S
390
O
420
N
450
D
Time(days) From Oct. 1, 1994
480
J
510
F
540
M
1996
570
A
600
M
___________ TSI Data
___ _ _ ___ Model Computed
Figure 4-14 Comparison of 5 days low passed elevations at TSI stations over a period of two years (1995-1996)
DATE: 4/07/2006 TIME: 17:14:34
630
J
Figure 4-15 Comparison of instantaneous cross-sectional velocities at Transect 10 (Round 2a)
Figure 4-15 Comparison of instantaneous cross-sectional velocities at Transect 10 (Round 2a) (continued)
Figure 4-15 Comparison of instantaneous cross-sectional velocities at Transect 10 (Round 2a) (continued)
Figure 4-15 Comparison of instantaneous cross-sectional velocities at Transect 10 (Round 2a) (continued)
Figure 4-15 Comparison of instantaneous cross-sectional velocities at Transect 10 (Round 2a) (continued)
G3M1R3
0.8
Current (m/s)
Near Surface
0.4
0.0
−0.4
−0.8
G3M1R3
0.8
Current (m/s)
Mid−depth
0.4
0.0
−0.4
−0.8
G3M1R3
0.8
Current (m/s)
Near Bottom
0.4
0.0
−0.4
−0.8
04/20
04/25
04/30
05/05
05/10
1996
05/15
05/20
05/25
05/30
ECOMSED
Data
Figure 4-16 Comparison of near bottom current velocites for the Round 3 survey at M1, M2, and M3 moorings
G3M2R3
0.8
Current (m/s)
Near Surface
0.4
0.0
−0.4
−0.8
G3M2R3
0.8
Current (m/s)
Mid−depth
0.4
0.0
−0.4
−0.8
G3M2R3
0.8
Current (m/s)
Near Bottom
0.4
0.0
−0.4
−0.8
04/20
04/25
04/30
05/05
05/10
1996
05/15
05/20
05/25
05/30
ECOMSED
Data
Figure 4-16 Comparison of near bottom current velocites for the Round 3 survey at M1, M2, and M3 moorings
(continued)
G3M3R3
0.8
Current (m/s)
Near Surface
0.4
0.0
−0.4
−0.8
G3M3R3
0.8
Current (m/s)
Mid−depth
0.4
0.0
−0.4
−0.8
G3M3R3
0.8
Current (m/s)
Near Bottom
0.4
0.0
−0.4
−0.8
04/20
04/25
04/30
05/05
05/10
1996
05/15
05/20
05/25
05/30
ECOMSED
Data
Figure 4-16 Comparison of near bottom current velocites for the Round 3 survey at M1, M2, and M3 moorings
(continued)
TSI-Group 3, Meter 2, Round 1
30
Temperature(degC)
28
26
24
22
20
35
30
Salinity(psu)
25
20
15
10
5
0
280
283
285
288
290
293
295
298
Time(days) From Oct. 1, 1994
Comparison of Instantaneous Surface and Bottom Salinity
300
303
305
__ _ __ _ _
Model Surface
___________
Model Bottom
308
___________
310
TSI Near Bottom
/black4/mpin0021/HYDRO/RUN9495_1110/PLOTS/TSI/TANDS/tands_g3m2r1
Figure 4-17 Comparison of hourly computed temperature with TSI mooring data over a period of one month (1995)
(Group 3, M2, Round 1)
DATE: 4/11/2006 TIME: 11:22: 9
Temperature(degC)
35
Mooring 3
30
25
20
15
10
5
0
Temperature(degC)
35
Mooring 1
30
25
20
15
10
5
0
180
185
190
195
200
205
210
215
Time(days) From Oct. 1, 1995
RUN9596_0208 USED 3DMA Newark Airport
220
225
230
235
240
__ _ __ _ _ Model Surface
_________ Model Bottom
_________ TSI Near Bottom
Comparison of Instantaneous Surface and Bottom Salinity - TSI Group 3
/black4/mpin0021/HYDRO/RUN9596_0208/PLOTS/TSI/TANDS/tands_g3m1r2a
Figure 4-18 Comparison of hourly computed temperature with TSI mooring data over a period of two months (1996)
(Group 3 M2 and M3 Round 2a)
DATE: 2/10/2006 TIME: 11:13:56
TSI-Group 2, CTD, Round 1
35
Transect 27
Temperature(degC)
30
25
20
15
10
5
0
35
Transect 26
Temperature(degC)
30
25
20
15
10
5
0
35
Transect 19
Temperature(degC)
30
25
20
15
10
5
0
280
283
286
289
292
295
Time(days) From Oct. 1, 1994
RUN9495_1110
Comparison of Instantaneous Surface and Bottom Salinity
298
301
304
307
310
__ _ __ _ _ Model Surface
_________ Model Bottom
α TSI Transect
/black4/mpin0021/HYDRO/RUN9495_1110/PLOTS/TSI/TANDS/temp_ctd
Figure 4-19 Comparison of hourly computed temperature with TSI transect data over a period of one month (1995)
(Group 2 Round 1)
DATE: 11/22/2005 TIME: 13: 8:31
TSI-Group 2, CTD, Round 1
35
Transect 15
Temperature(degC)
30
25
20
15
10
5
0
35
Transect 10
Temperature(degC)
30
25
20
15
10
5
0
35
Transect 1
Temperature(degC)
30
25
20
15
10
5
0
280
283
286
289
292
295
Time(days) From Oct. 1, 1994
RUN9495_1110
Comparison of Instantaneous Surface and Bottom Salinity
298
301
304
307
310
__ _ __ _ _ Model Surface
_________ Model Bottom
α TSI Transect
/black4/mpin0021/HYDRO/RUN9495_1110/PLOTS/TSI/TANDS/temp_ctd
Figure 4-19 Comparison of hourly computed temperature with TSI transect data over a period of one month (1995)
(Group 2 Round 1) (continued)
DATE: 11/22/2005 TIME: 13: 8:31
TSI-Group 2, CTD, Round 1
35
Transect 0
Temperature(degC)
30
25
20
15
10
5
0
35
Transect -1
Temperature(degC)
30
25
20
15
10
5
0
280
283
286
289
292
295
Time(days) From Oct. 1, 1994
RUN9495_1110
Comparison of Instantaneous Surface and Bottom Salinity
298
301
304
307
310
__ _ __ _ _ Model Surface
_________ Model Bottom
α TSI Transect
/black4/mpin0021/HYDRO/RUN9495_1110/PLOTS/TSI/TANDS/temp_ctd
Figure 4-19 Comparison of hourly computed temperature with TSI transect data over a period of one month (1995)
(Group 2 Round 1) (continued)
DATE: 11/22/2005 TIME: 13: 8:31
TSI-Group 2, CTD, Round 1
35
Transect 27
30
Salinity(ppt)
25
20
15
10
5
0
35
Transect 26
30
Salinity(ppt)
25
20
15
10
5
0
35
Transect 19
30
Salinity(ppt)
25
20
15
10
5
0
280
283
286
289
292
295
Time(days) From Oct. 1, 1994
RUN9495_1110
Comparison of Instantaneous Surface and Bottom Salinity
298
301
304
307
310
__ _ __ _ _ Model Surface
_________ Model Bottom
α TSI Transect
/black4/mpin0021/HYDRO/RUN9495_1110/PLOTS/TSI/TANDS/salt_ctd
Figure 4-20 Comparison of hourly computed salinity with TSI transect data over a period of one month (1995) (Group 2
Round 1)
DATE: 11/22/2005 TIME: 13:24:37
TSI-Group 2, CTD, Round 1
35
Transect 15
30
Salinity(ppt)
25
20
15
10
5
0
35
Transect 10
30
Salinity(ppt)
25
20
15
10
5
0
35
Transect 1
30
Salinity(ppt)
25
20
15
10
5
0
280
283
286
289
292
295
Time(days) From Oct. 1, 1994
RUN9495_1110
Comparison of Instantaneous Surface and Bottom Salinity
298
301
304
307
310
__ _ __ _ _ Model Surface
_________ Model Bottom
α TSI Transect
/black4/mpin0021/HYDRO/RUN9495_1110/PLOTS/TSI/TANDS/salt_ctd
Figure 4-20 Comparison of hourly computed salinity with TSI transect data over a period of one month (1995) (Group 2
Round 1) (continued)
DATE: 11/22/2005 TIME: 13:24:37
TSI-Group 2, CTD, Round 1
35
Transect 0
30
Salinity(ppt)
25
20
15
10
5
0
35
Transect -1
30
Salinity(ppt)
25
20
15
10
5
0
280
283
286
289
292
295
Time(days) From Oct. 1, 1994
RUN9495_1110
Comparison of Instantaneous Surface and Bottom Salinity
298
301
304
307
310
__ _ __ _ _ Model Surface
_________ Model Bottom
α TSI Transect
/black4/mpin0021/HYDRO/RUN9495_1110/PLOTS/TSI/TANDS/salt_ctd
Figure 4-20 Comparison of hourly computed salinity with TSI transect data over a period of one month (1995) (Group 2
Round 1) (continued)
DATE: 11/22/2005 TIME: 13:24:37
Round 2a
Temperature(degC)
35
30
Round 3
Transect 27
25
20
15
10
5
0
Temperature(degC)
35
30
Transect 26
25
20
15
10
5
0
Temperature(degC)
35
30
Transect 19
25
20
15
10
5
0
180
185
190
195
200
205
210
215
Time(days) From Oct. 1, 1995
RUN9596_0208 USED 3DMA Newark Airport
220
225
230
235
240
__ _ __ _ _ Model Surface
_________ Model Bottom
α TSI Transect
Figure 4-21 Comparison of hourly computed temperature with TSI transect data over a period of two months (1996)
/black4/mpin0021/HYDRO/RUN9596_0208/PLOTS/TSI/TANDS/temp_ctd
(Group 2 Rounds 2a and 3)
Comparison of Instantaneous Surface and Bottom Salinity - TSI CTD Group 2 (Rounds 2a and 3)
DATE: 2/10/2006 TIME: 10:51:45
Round 2a
Temperature(degC)
35
30
Round 3
Transect 15
25
20
15
10
5
0
Temperature(degC)
35
30
Transect 10
25
20
15
10
5
0
Temperature(degC)
35
30
Transect 1
25
20
15
10
5
0
180
185
190
195
200
205
210
215
Time(days) From Oct. 1, 1995
RUN9596_0208 USED 3DMA Newark Airport
220
225
230
235
240
__ _ __ _ _ Model Surface
_________ Model Bottom
α TSI Transect
Figure
4-21 Comparison of hourly computed temperature with TSI transect data over a period of two months (1996)
Comparison of Instantaneous Surface and Bottom Salinity - TSI CTD Group 2 (Rounds 2a and 3) /black4/mpin0021/HYDRO/RUN9596_0208/PLOTS/TSI/TANDS/temp_ctd
(Group 2 Rounds 2a and 3) (continued)
DATE: 2/10/2006 TIME: 10:51:45
Round 2a
Temperature(degC)
35
Round 3
Transect 0
30
25
20
15
10
5
0
Temperature(degC)
35
Transect -1
30
25
20
15
10
5
0
180
185
190
195
200
205
210
215
220
Time(days) From Oct. 1, 1995
RUN9596_0208 USED 3DMA Newark Airport
Comparison of Instantaneous Surface and Bottom Salinity - TSI CTD Group 2 (Rounds 2a and 3)
225
230
235
240
__ _ __ _ _ Model Surface
_________ Model Bottom
α TSI Transect
/black4/mpin0021/HYDRO/RUN9596_0208/PLOTS/TSI/TANDS/temp_ctd
Figure 4-21 Comparison of hourly computed temperature with TSI transect data over
a period of two months (1996)
(Group 2 Rounds 2a and 3) (continued)
DATE: 2/10/2006 TIME: 10:51:45
Round 2a
35
Salinity(psu)
30
Round 3
Transect 27
25
20
15
10
5
0
35
Salinity(psu)
30
Transect 26
25
20
15
10
5
0
35
Salinity(psu)
30
Transect 19
25
20
15
10
5
0
180
185
190
195
200
205
210
215
Time(days) From Oct. 1, 1995
RUN9596_0208 USED 3DMA Newark Airport
220
225
230
235
240
__ _ __ _ _ Model Surface
_________ Model Bottom
α TSI Transect
Figure
4-22 ofComparison
of hourly
salinity
transect
data
over
of two months (1996) (Group
Comparison
Instantaneous Surface
andcomputed
Bottom Salinity
- TSIwith
CTD TSI
Group
2 (Rounds
2a and
3) a period
/black4/mpin0021/HYDRO/RUN9596_0208/PLOTS/TSI/TANDS/salt_ctd
2 Rounds 2a and 3)
DATE: 2/10/2006 TIME: 10:51:50
Round 2a
35
Salinity(psu)
30
Round 3
Transect 15
25
20
15
10
5
0
35
Salinity(psu)
30
Transect 10
25
20
15
10
5
0
35
Salinity(psu)
30
Transect 1
25
20
15
10
5
0
180
185
190
195
200
205
210
215
Time(days) From Oct. 1, 1995
RUN9596_0208 USED 3DMA Newark Airport
220
225
230
235
240
__ _ __ _ _ Model Surface
_________ Model Bottom
α TSI Transect
Figure
4-22 ofComparison
hourly
salinity
transect
data
over
of two months (1996) (Group
Comparison
Instantaneous of
Surface
andcomputed
Bottom Salinity
- TSIwith
CTDTSI
Group
2 (Rounds
2a and
3) a period
/black4/mpin0021/HYDRO/RUN9596_0208/PLOTS/TSI/TANDS/salt_ctd
2 Rounds 2a and 3) (continued)
DATE: 2/10/2006 TIME: 10:51:50
Round 2a
35
Salinity(psu)
30
Round 3
Transect 0
25
20
15
10
5
0
35
Salinity(psu)
30
Transect -1
25
20
15
10
5
0
180
185
190
195
200
205
210
215
Time(days) From Oct. 1, 1995
RUN9596_0208 USED 3DMA Newark Airport
220
225
230
235
240
__ _ __ _ _ Model Surface
_________ Model Bottom
α TSI Transect
Comparison
Instantaneous Surface
and computed
Bottom Salinity
- TSI CTD
2 (Roundsdata
2a and
3) a /black4/mpin0021/HYDRO/RUN9596_0208/PLOTS/TSI/TANDS/salt_ctd
Figure
4-22of Comparison
of hourly
salinity
with Group
TSI transect
over
period of two months (1996) (Group
2 Rounds 2a and 3) (continued)
DATE: 2/10/2006 TIME: 10:51:50
2.0
Newark Bay1
Elevation (m)
1.0
0.0
-1.0
-2.0
2.0
Newark Bay3
Elevation (m)
1.0
0.0
-1.0
-2.0
2.0
Kill van Kull
Elevation (m)
1.0
0.0
-1.0
-2.0
60
65
70
75
80
85
90
95
December 2000
100
105
110
January 2001
Time(days) From October 1, 2000
115
_______ Data
_ _ _ _ _ Model
Figure 4-23a Comparison of hourly computed water elevations with IMCS mooring data: December 2000 - January
2001
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/elev_nick.gdp
DATE: 4/11/2006 TIME: 11:30: 3
120
2.0
Arthur Kills
Elevation (m)
1.0
0.0
-1.0
-2.0
2.0
Perth Amboy
Elevation (m)
1.0
0.0
-1.0
-2.0
60
65
70
75
80
85
90
95
December 2000
100
105
110
January 2001
Time(days) From October 1, 2000
115
120
_______ Data
_ _ _ _ _ Model
Figure 4-23a Comparison of hourly computed water elevations with IMCS mooring data: December 2000 - January
2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/elev_nick.gdp
DATE: 4/11/2006 TIME: 11:30: 3
2.0
Newark Bay1
Elevation (m)
1.0
0.0
-1.0
-2.0
2.0
Newark Bay3
Elevation (m)
1.0
0.0
-1.0
-2.0
2.0
Kill van Kull
Elevation (m)
1.0
0.0
-1.0
-2.0
150
155
160
165
170
175
180
185
March 2001
190
195
200
April 2001
Time(days) From October 1, 2000
205
_______ Data
_ _ _ _ _ Model
Figure 4-23b Comparison of hourly computed water elevations with IMCS mooring data: March - April 2001
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/elev_nick.gdp
DATE: 4/11/2006 TIME: 11:30: 8
210
2.0
Arthur Kills
Elevation (m)
1.0
0.0
-1.0
-2.0
2.0
Perth Amboy
Elevation (m)
1.0
0.0
-1.0
-2.0
150
155
160
165
170
175
180
185
March 2001
190
195
200
April 2001
Time(days) From October 1, 2000
205
210
_______ Data
_ _ _ _ _ Model
Figure 4-23b Comparison of hourly computed water elevations with IMCS mooring data: March - April 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/elev_nick.gdp
DATE: 4/11/2006 TIME: 11:30: 8
2.0
Newark Bay1
Elevation (m)
1.0
0.0
-1.0
-2.0
2.0
Newark Bay3
Elevation (m)
1.0
0.0
-1.0
-2.0
2.0
Kill van Kull
Elevation (m)
1.0
0.0
-1.0
-2.0
210
215
220
225
230
235
240
245
May 2001
250
255
260
June 2001
Time(days) From October 1, 2000
265
_______ Data
_ _ _ _ _ Model
Figure 4-23c Comparison of hourly computed water elevations with IMCS mooring data: May-June, 2001
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/elev_nick.gdp
DATE: 4/11/2006 TIME: 11:30:13
270
2.0
Arthur Kills
Elevation (m)
1.0
0.0
-1.0
-2.0
2.0
Perth Amboy
Elevation (m)
1.0
0.0
-1.0
-2.0
210
215
220
225
230
235
240
245
May 2001
250
255
260
June 2001
Time(days) From October 1, 2000
265
270
_______ Data
_ _ _ _ _ Model
Figure 4-23c Comparison of hourly computed water elevations with IMCS mooring data: May-June, 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/elev_nick.gdp
DATE: 4/11/2006 TIME: 11:30:13
2.0
Newark Bay1
Elevation (m)
1.0
0.0
-1.0
-2.0
2.0
Newark Bay3
Elevation (m)
1.0
0.0
-1.0
-2.0
2.0
Kill van Kull
Elevation (m)
1.0
0.0
-1.0
-2.0
300
305
310
315
320
325
330
335
August 2001
340
345
350
355
360
September 2001 _______ Data
Time(days) From October 1, 2000
_ _ _ _ _ Model
Figure 4-23d Comparison of hourly computed water elevations with IMCS mooring data: August-September, 2001
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/elev_nick.gdp
DATE: 4/11/2006 TIME: 11:30:18
2.0
Arthur Kills
Elevation (m)
1.0
0.0
-1.0
-2.0
2.0
Perth Amboy
Elevation (m)
1.0
0.0
-1.0
-2.0
300
305
310
315
320
325
330
335
August 2001
340
345
350
355
360
September 2001 _______ Data
Time(days) From October 1, 2000
_ _ _ _ _ Model
Figure 4-23d Comparison of hourly computed water elevations with IMCS mooring data: August-September, 2001
(continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/elev_nick.gdp
DATE: 4/11/2006 TIME: 11:30:18
2.0
Newark Bay1
Elevation (m)
1.0
0.0
-1.0
-2.0
2.0
Newark Bay3
Elevation (m)
1.0
0.0
-1.0
-2.0
2.0
Kill van Kull
Elevation (m)
1.0
0.0
-1.0
-2.0
150
155
160
165
170
175
180
185
March 2002
190
195
200
April 2002
Time(days) From October 1, 2001
205
_______ Data
_ _ _ _ _ Model
Figure 4-23e Comparison of hourly computed water elevations with IMCS mooring data: March-April, 2002
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/elev_nick.gdp
DATE: 4/11/2006 TIME: 11:30:23
210
2.0
Arthur Kills
Elevation (m)
1.0
0.0
-1.0
-2.0
2.0
Perth Amboy
Elevation (m)
1.0
0.0
-1.0
-2.0
150
155
160
165
170
175
180
185
March 2002
190
195
200
April 2002
Time(days) From October 1, 2001
205
210
_______ Data
_ _ _ _ _ Model
Figure 4-23e Comparison of hourly computed water elevations with IMCS mooring data: March-April, 2002 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/elev_nick.gdp
DATE: 4/11/2006 TIME: 11:30:23
1.0
Newark Bay1 (V-Direction) Near Surface (7.4 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay1 (V-Direction) Mid-Depth (3.9 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay1 (V-Direction) Near Bottom (0.9 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
60
65
70
75
80
85
90
95
December 2000
100
105
110
January 2001
Time(days) From October 1, 2000
115
120
_______ Data
_ _ _ _ _ Model
Figure 4-24a Comparison of hourly computed current velocites at three depths with IMCS mooring data: December
2000 - January 2001
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:39:45
1.0
Newark Bay3 (V-Direction) Near Surface (10.0 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay3 (V-Direction) Mid-Depth (5.0 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay3 (V-Direction) Near Bottom (1.5 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
60
65
70
75
80
85
90
95
December 2000
100
105
110
January 2001
Time(days) From October 1, 2000
115
120
_______ Data
_ _ _ _ _ Model
Figure 4-24a Comparison of hourly computed current velocites at three depths with IMCS mooring data: December
2000 - January 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:39:45
2.0
Kill van Kull (U-Direction) Near Surface (10.4 meters)
Model location (25,57)
Velocity(m/s)
1.0
0.0
-1.0
-2.0
2.0
Kill van Kull (U-Direction) Mid-Depth (5.4 meters)
Model location (25,57)
Velocity(m/s)
1.0
0.0
-1.0
-2.0
2.0
Kill van Kull (U-Direction) Near Bottom (0.9 meters)
Model location (25,57)
Velocity(m/s)
1.0
East
0.0
-1.0
West
-2.0
60
65
70
75
80
85
90
95
December 2000
100
105
110
January 2001
Time(days) From October 1, 2000
115
120
_______ Data
_ _ _ _ _ Model
Figure 4-24a Comparison of hourly computed current velocites at three depths with IMCS mooring data: December
2000 - January 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:39:45
1.0
Arthur Kills (V-Direction) Near Surface (9.9 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Arthur Kills (V-Direction) Mid-Depth (4.9 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Arthur Kills (V-Direction) Near Bottom (0.9 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
60
65
70
75
80
85
90
95
December 2000
100
105
110
January 2001
Time(days) From October 1, 2000
115
120
_______ Data
_ _ _ _ _ Model
Figure 4-24a Comparison of hourly computed current velocites at three depths with IMCS mooring data: December
2000 - January 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:39:45
1.0
Perth Amboy (V-Direction) Near Surface (10.4 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Perth Amboy (V-Direction) Mid-Depth (5.4 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Perth Amboy (V-Direction) Near Bottom (0.9 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
60
65
70
75
80
85
90
95
December 2000
100
105
110
January 2001
Time(days) From October 1, 2000
115
120
_______ Data
_ _ _ _ _ Model
Figure 4-24a Comparison of hourly computed current velocites at three depths with IMCS mooring data: December
2000 - January 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:39:45
1.0
Newark Bay1 (V-Direction) Near Surface (7.4 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay1 (V-Direction) Mid-Depth (3.9 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay1 (V-Direction) Near Bottom (0.9 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
150
155
160
165
170
175
180
185
March 2001
190
195
200
April 2001
Time(days) From October 1, 2000
205
_______ Data
_ _ _ _ _ Model
Figure 4-24b Comparison of hourly computed current velocities at three depths with IMCS mooring data: March
- April 2001
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:40:20
210
1.0
Newark Bay3 (V-Direction) Near Surface (10.0 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay3 (V-Direction) Mid-Depth (5.0 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay3 (V-Direction) Near Bottom (1.5 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
150
155
160
165
170
175
180
185
March 2001
190
195
200
April 2001
Time(days) From October 1, 2000
205
_______ Data
_ _ _ _ _ Model
Figure 4-24b Comparison of hourly computed current velocities at three depths with IMCS mooring data: March
- April 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:40:20
210
2.0
Kill van Kull (U-Direction) Near Surface (8.4 meters)
Model location (26,58)
Velocity(m/s)
1.0
0.0
-1.0
-2.0
2.0
Kill van Kull (U-Direction) Mid-Depth (5.4 meters)
Model location (26,58)
Velocity(m/s)
1.0
0.0
-1.0
-2.0
2.0
Kill van Kull (U-Direction) Near Bottom (0.9 meters)
Model location (26,58)
Velocity(m/s)
1.0
East
0.0
-1.0
West
-2.0
150
155
160
165
170
175
180
185
March 2001
190
195
200
April 2001
Time(days) From October 1, 2000
205
_______ Data
_ _ _ _ _ Model
Figure 4-24b Comparison of hourly computed current velocities at three depths with IMCS mooring data: March
- April 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:40:20
210
1.0
Arthur Kills (V-Direction) Near Surface (9.9 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Arthur Kills (V-Direction) Mid-Depth (4.9 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Arthur Kills (V-Direction) Near Bottom (0.9 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
150
155
160
165
170
175
180
185
March 2001
190
195
200
April 2001
Time(days) From October 1, 2000
205
_______ Data
_ _ _ _ _ Model
Figure 4-24b Comparison of hourly computed current velocities at three depths with IMCS mooring data: March
- April 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:40:20
210
1.0
Perth Amboy (V-Direction) Near Surface (10.4 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Perth Amboy (V-Direction) Mid-Depth (5.4 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Perth Amboy (V-Direction) Near Bottom (0.9 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
150
155
160
165
170
175
180
185
March 2001
190
195
200
April 2001
Time(days) From October 1, 2000
205
210
_______ Data
_ _ _ _ _ Model
Figure 4-24b Comparison of hourly computed current velocities at three depths with IMCS mooring data: March
- April 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:40:20
1.0
Newark Bay1 (V-Direction) Near Surface (7.4 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay1 (V-Direction) Mid-Depth (3.9 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay1 (V-Direction) Near Bottom (0.9 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
210
215
220
225
230
235
240
245
May 2001
250
255
260
June 2001
Time(days) From October 1, 2000
265
270
_______ Data
_ _ _ _ _ Model
Figure 4-24c Comparison of hourly computed current velocities at three depths with IMCS mooring data: May-June,
2001
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:40:52
1.0
Newark Bay3 (V-Direction) Near Surface (10.0 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay3 (V-Direction) Mid-Depth (5.0 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay3 (V-Direction) Near Bottom (1.5 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
210
215
220
225
230
235
240
245
May 2001
250
255
260
June 2001
Time(days) From October 1, 2000
265
270
_______ Data
_ _ _ _ _ Model
Figure 4-24c Comparison of hourly computed current velocities at three depths with IMCS mooring data: May-June,
2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:40:52
2.0
Kill van Kull (U-Direction) Near Surface (8.4 meters)
Model location (25,56)
Velocity(m/s)
1.0
0.0
-1.0
-2.0
2.0
Kill van Kull (U-Direction) Mid-Depth (5.4 meters)
Model location (25,56)
Velocity(m/s)
1.0
0.0
-1.0
-2.0
2.0
Kill van Kull (U-Direction) Near Bottom (0.9 meters)
Model location (25,56)
Velocity(m/s)
1.0
East
0.0
-1.0
West
-2.0
210
215
220
225
230
235
240
245
May 2001
250
255
260
June 2001
Time(days) From October 1, 2000
265
270
_______ Data
_ _ _ _ _ Model
Figure 4-24c Comparison of hourly computed current velocities at three depths with IMCS mooring data: May-June,
2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:40:52
1.0
Arthur Kills (V-Direction) Near Surface (9.9 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Arthur Kills (V-Direction) Mid-Depth (4.9 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Arthur Kills (V-Direction) Near Bottom (0.9 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
210
215
220
225
230
235
240
245
May 2001
250
255
260
June 2001
Time(days) From October 1, 2000
265
270
_______ Data
_ _ _ _ _ Model
Figure 4-24c Comparison of hourly computed current velocities at three depths with IMCS mooring data: May-June,
2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:40:52
1.0
Perth Amboy (V-Direction) Near Surface (10.4 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Perth Amboy (V-Direction) Mid-Depth (5.4 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Perth Amboy (V-Direction) Near Bottom (0.9 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
210
215
220
225
230
235
240
245
May 2001
250
255
260
June 2001
Time(days) From October 1, 2000
265
270
_______ Data
_ _ _ _ _ Model
Figure 4-24c Comparison of hourly computed current velocities at three depths with IMCS mooring data: May-June,
2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:40:52
1.0
Newark Bay1 (V-Direction) Near Surface (7.4 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay1 (V-Direction) Mid-Depth (3.9 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay1 (V-Direction) Near Bottom (0.9 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
300
305
310
315
320
325
330
335
August 2001
340
345
350
355
360
September 2001 _______ Data
Time(days) From October 1, 2000
_ _ _ _ _ Model
Figure 4-24d Comparison of hourly computed current velocities at three depths with IMCS mooring data: August
-September, 2001
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:41:32
1.0
Newark Bay3 (V-Direction) Near Surface (10.0 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay3 (V-Direction) Mid-Depth (5.0 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay3 (V-Direction) Near Bottom (1.5 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
300
305
310
315
320
325
330
335
August 2001
340
345
350
355
September 2001 _______ Data
Time(days) From October 1, 2000
_ _ _ _ _ Model
Figure 4-24d Comparison of hourly computed current velocities at three depths with IMCS mooring data: August
-September, 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:41:32
360
2.0
Kill van Kull (U-Direction) Near Surface (8.4 meters)
Model location (25,56)
Velocity(m/s)
1.0
0.0
-1.0
-2.0
2.0
Kill van Kull (U-Direction) Mid-Depth (5.4 meters)
Model location (25,56)
Velocity(m/s)
1.0
0.0
-1.0
-2.0
2.0
Kill van Kull (U-Direction) Near Bottom (0.9 meters)
Model location (25,56)
Velocity(m/s)
1.0
East
0.0
-1.0
West
-2.0
300
305
310
315
320
325
330
335
August 2001
340
345
350
355
September 2001 _______ Data
Time(days) From October 1, 2000
_ _ _ _ _ Model
Figure 4-24d Comparison of hourly computed current velocities at three depths with IMCS mooring data: August
-September, 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:41:32
360
1.0
Arthur Kills (V-Direction) Near Surface (9.9 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Arthur Kills (V-Direction) Mid-Depth (4.9 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Arthur Kills (V-Direction) Near Bottom (0.9 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
300
305
310
315
320
325
330
335
August 2001
340
345
350
355
360
September 2001 _______ Data
Time(days) From October 1, 2000
_ _ _ _ _ Model
Figure 4-24d Comparison of hourly computed current velocities at three depths with IMCS mooring data: August
-September, 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:41:32
1.0
Perth Amboy (V-Direction) Near Surface (10.4 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Perth Amboy (V-Direction) Mid-Depth (5.4 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Perth Amboy (V-Direction) Near Bottom (0.9 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
300
305
310
315
320
325
330
335
August 2001
340
345
350
355
September 2001 _______ Data
Time(days) From October 1, 2000
_ _ _ _ _ Model
Figure 4-24d Comparison of hourly computed current velocities at three depths with IMCS mooring data: August
-September, 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:41:32
360
1.0
Newark Bay1 (V-Direction) Near Surface (7.4 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay1 (V-Direction) Mid-Depth (3.9 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay1 (V-Direction) Near Bottom (0.9 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
150
155
160
165
170
175
180
185
March 2002
190
195
200
April 2002
Time(days) From October 1, 2001
205
_______ Data
_ _ _ _ _ Model
Figure 4-24e Comparison of hourly computed current velocities at three depths with IMCS mooring data: March
- April, 2002
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:42: 1
210
1.0
Newark Bay3 (V-Direction) Near Surface (10.0 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay3 (V-Direction) Mid-Depth (5.0 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Newark Bay3 (V-Direction) Near Bottom (1.5 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
150
155
160
165
170
175
180
185
March 2002
190
195
200
April 2002
Time(days) From October 1, 2001
205
_______ Data
_ _ _ _ _ Model
Figure 4-24e Comparison of hourly computed current velocities at three depths with IMCS mooring data: March
-April, 2002 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:42: 1
210
2.0
Kill van Kull (U-Direction) Near Surface (8.4 meters)
Model location (25,56)
Velocity(m/s)
1.0
0.0
-1.0
-2.0
2.0
Kill van Kull (U-Direction) Mid-Depth (5.4 meters)
Model location (25,56)
Velocity(m/s)
1.0
0.0
-1.0
-2.0
2.0
Kill van Kull (U-Direction) Near Bottom (0.9 meters)
Model location (25,56)
Velocity(m/s)
1.0
East
0.0
-1.0
West
-2.0
150
155
160
165
170
175
180
185
March 2002
190
195
200
April 2002
Time(days) From October 1, 2001
205
_______ Data
_ _ _ _ _ Model
Figure 4-24e Comparison of hourly computed current velocities at three depths with IMCS mooring data: March
-April, 2002 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:42: 1
210
1.0
Arthur Kills (V-Direction) Near Surface (9.9 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Arthur Kills (V-Direction) Mid-Depth (4.9 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Arthur Kills (V-Direction) Near Bottom (0.9 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
150
155
160
165
170
175
180
185
March 2002
190
195
200
April 2002
Time(days) From October 1, 2001
205
210
_______ Data
_ _ _ _ _ Model
Figure 4-24e Comparison of hourly computed current velocities at three depths with IMCS mooring data: March
-April, 2002 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:42: 1
1.0
Perth Amboy (V-Direction) Near Surface (10.4 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Perth Amboy (V-Direction) Mid-Depth (5.4 meters)
Velocity(m/s)
0.5
0.0
-0.5
-1.0
1.0
Perth Amboy (V-Direction) Near Bottom (0.9 meters)
North
Velocity(m/s)
0.5
0.0
-0.5
South
-1.0
150
155
160
165
170
175
180
185
March 2002
190
195
200
April 2002
Time(days) From October 1, 2001
205
210
_______ Data
_ _ _ _ _ Model
Figure 4-24e Comparison of hourly computed current velocities at three depths with IMCS mooring data: March
-April, 2002 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/STANDARD/velo_same.gdp
DATE: 4/11/2006 TIME: 11:42: 1
30.0
Temperature (oC)
25.0
Newark Bay1
20.0
15.0
10.0
5.0
0.0
30.0
Temperature (oC)
25.0
Newark Bay3
20.0
15.0
10.0
5.0
0.0
30.0
Temperature (oC)
25.0
Kill van Kull
20.0
15.0
10.0
5.0
0.0
60
65
70
75
80
85
90
95
December 2000
100
105
110
January 2001
Time(days) From October 1, 2000
115
120
_______ Bottom data
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-25a Comparison of hourly computed temperature with IMCS mooring data: December 2000 - January 2001
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/temp.gdp
DATE: 1/30/2006 TIME: 12:23:50
30.0
Arthur Kills
Temperature (oC)
25.0
20.0
15.0
10.0
5.0
0.0
30.0
Perth Amboy
Temperature (oC)
25.0
20.0
15.0
10.0
5.0
0.0
60
65
70
75
80
85
90
95
December 2000
100
105
110
January 2001
Time(days) From October 1, 2000
115
120
_______ Bottom data
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-25a Comparison of hourly computed temperature with IMCS mooring data: December 2000 - January 2001
(continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/temp.gdp
DATE: 1/30/2006 TIME: 12:23:50
30.0
Temperature (oC)
25.0
Newark Bay1
20.0
15.0
10.0
5.0
0.0
30.0
Temperature (oC)
25.0
Newark Bay3
20.0
15.0
10.0
5.0
0.0
30.0
Temperature (oC)
25.0
Kill van Kull
20.0
15.0
10.0
5.0
0.0
150
155
160
165
170
175
180
185
March 2001
190
195
200
April 2001
Time(days) From October 1, 2000
205
_______ Bottom data
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-25b Comparison of hourly computed temperature with IMCS mooring data: March - April 2001
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/temp.gdp
DATE: 1/30/2006 TIME: 12:23:57
210
30.0
Arthur Kills
Temperature (oC)
25.0
20.0
15.0
10.0
5.0
0.0
30.0
Perth Amboy
Temperature (oC)
25.0
20.0
15.0
10.0
5.0
0.0
150
155
160
165
170
175
180
185
March 2001
190
195
200
April 2001
Time(days) From October 1, 2000
205
_______ Bottom data
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-25b Comparison of hourly computed temperature with IMCS mooring data: March - April 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/temp.gdp
DATE: 1/30/2006 TIME: 12:23:57
210
30.0
Temperature (oC)
25.0
Newark Bay1
20.0
15.0
10.0
5.0
0.0
30.0
Temperature (oC)
25.0
Newark Bay3
20.0
15.0
10.0
5.0
0.0
30.0
Temperature (oC)
25.0
Kill van Kull
20.0
15.0
10.0
5.0
0.0
210
215
220
225
230
235
240
245
May 2001
250
255
260
June 2001
Time(days) From October 1, 2000
265
_______ Bottom data
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-25c Comparison of hourly computed temperature with IMCS mooring data: May-June, 2001
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/temp.gdp
DATE: 1/30/2006 TIME: 12:24: 5
270
30.0
Arthur Kills
Temperature (oC)
25.0
20.0
15.0
10.0
5.0
0.0
30.0
Perth Amboy
Temperature (oC)
25.0
20.0
15.0
10.0
5.0
0.0
210
215
220
225
230
235
240
245
May 2001
250
255
260
June 2001
Time(days) From October 1, 2000
265
_______ Bottom data
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-25c Comparison of hourly computed temperature with IMCS mooring data: May-June, 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/temp.gdp
DATE: 1/30/2006 TIME: 12:24: 5
270
30.0
Newark Bay1
Temperature (oC)
25.0
20.0
15.0
10.0
5.0
0.0
30.0
Newark Bay3
Temperature (oC)
25.0
20.0
15.0
10.0
5.0
0.0
30.0
Kill van Kull
Temperature (oC)
25.0
20.0
15.0
10.0
5.0
0.0
300
305
310
315
320
325
330
335
August 2001
340
345
350
355
September 2001 _______ Bottom data
Time(days) From October 1, 2000
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-25d Comparison of hourly computed temperature with IMCSC mooring data: August-September, 2001
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/temp.gdp
DATE: 1/30/2006 TIME: 12:24:11
360
30.0
Arthur Kills
Temperature (oC)
25.0
20.0
15.0
10.0
5.0
0.0
30.0
Perth Amboy
Temperature (oC)
25.0
20.0
15.0
10.0
5.0
0.0
300
305
310
315
320
325
330
335
August 2001
340
345
350
355
September 2001 _______ Bottom data
Time(days) From October 1, 2000
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-25d Comparison of hourly computed temperature with IMCS mooring data: August-September, 2001
(continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/temp.gdp
DATE: 1/30/2006 TIME: 12:24:11
360
30.0
Temperature (oC)
25.0
Newark Bay1
20.0
15.0
10.0
5.0
0.0
30.0
Temperature (oC)
25.0
Newark Bay3
20.0
15.0
10.0
5.0
0.0
30.0
Temperature (oC)
25.0
Kill van Kull
20.0
15.0
10.0
5.0
0.0
150
155
160
165
170
175
180
185
March 2002
190
195
200
April 2002
Time(days) From October 1, 2001
205
_______ Bottom data
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-25e Comparison of hourly computed temperature with IMCS mooring data: March-April, 2002
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/temp.gdp
DATE: 1/30/2006 TIME: 12:24:17
210
30.0
Arthur Kills
Temperature (oC)
25.0
20.0
15.0
10.0
5.0
0.0
30.0
Perth Amboy
Temperature (oC)
25.0
20.0
15.0
10.0
5.0
0.0
150
155
160
165
170
175
180
185
March 2002
190
195
200
April 2002
Time(days) From October 1, 2001
205
210
_______ Bottom data
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-25e Comparison of hourly computed temperature with IMCS mooring data: March-April, 2002 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/temp.gdp
DATE: 1/30/2006 TIME: 12:24:17
35.0
Salinity (psu)
30.0
Newark Bay1
25.0
20.0
15.0
10.0
5.0
0.0
35.0
Salinity (psu)
30.0
Newark Bay3
25.0
20.0
15.0
10.0
5.0
0.0
35.0
Salinity (psu)
30.0
Kill van Kull
25.0
20.0
15.0
10.0
5.0
0.0
60
65
70
75
80
85
90
95
December 2000
100
105
110
January 2001
Time(days) From October 1, 2000
115
_______ Bottom data
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-26a Comparison of hourly computed salinity with IMCS mooring data: December 2000 - January 2001
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/salt.gdp
DATE: 2/03/2006 TIME: 14:37:52
120
35.0
Arthur Kills
Salinity (psu)
30.0
25.0
20.0
15.0
10.0
5.0
0.0
35.0
Perth Amboy
Salinity (psu)
30.0
25.0
20.0
15.0
10.0
5.0
0.0
60
65
70
75
80
85
90
95
December 2000
100
105
110
January 2001
Time(days) From October 1, 2000
115
_______ Bottom data
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-26a Comparison of hourly computed salinity with IMCS mooring data: December 2000 - January 2001
(continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/salt.gdp
DATE: 2/03/2006 TIME: 14:37:52
120
35.0
Salinity (psu)
30.0
Newark Bay1
25.0
20.0
15.0
10.0
5.0
0.0
35.0
Salinity (psu)
30.0
Newark Bay3
25.0
20.0
15.0
10.0
5.0
0.0
35.0
Salinity (psu)
30.0
Kill van Kull
25.0
20.0
15.0
10.0
5.0
0.0
150
155
160
165
170
175
180
185
March 2001
190
195
200
April 2001
Time(days) From October 1, 2000
205
_______ Bottom data
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-26b Comparison of hourly computed salinity with IMCS mooring data: March - April 2001
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/salt.gdp
DATE: 2/03/2006 TIME: 14:37:57
210
35.0
Arthur Kills
Salinity (psu)
30.0
25.0
20.0
15.0
10.0
5.0
0.0
35.0
Perth Amboy
Salinity (psu)
30.0
25.0
20.0
15.0
10.0
5.0
0.0
150
155
160
165
170
175
180
185
March 2001
190
195
200
April 2001
Time(days) From October 1, 2000
205
_______ Bottom data
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-26b Comparison of hourly computed salinity with IMCS mooring data: March - April 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/salt.gdp
DATE: 2/03/2006 TIME: 14:37:57
210
35.0
Salinity (psu)
30.0
Newark Bay1
25.0
20.0
15.0
10.0
5.0
0.0
35.0
Salinity (psu)
30.0
Newark Bay3
25.0
20.0
15.0
10.0
5.0
0.0
35.0
Salinity (psu)
30.0
Kill van Kull
25.0
20.0
15.0
10.0
5.0
0.0
210
215
220
225
230
235
240
245
May 2001
250
255
260
June 2001
Time(days) From October 1, 2000
265
_______ Bottom data
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-26c Comparison of hourly computed salinity with IMCS mooring data: May-June, 2001
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/salt.gdp
DATE: 2/03/2006 TIME: 14:38: 2
270
35.0
Arthur Kills
Salinity (psu)
30.0
25.0
20.0
15.0
10.0
5.0
0.0
35.0
Perth Amboy
Salinity (psu)
30.0
25.0
20.0
15.0
10.0
5.0
0.0
210
215
220
225
230
235
240
245
May 2001
250
255
260
June 2001
Time(days) From October 1, 2000
265
_______ Bottom data
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-26c Comparison of hourly computed salinity with IMCS mooring data:May-June, 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/salt.gdp
DATE: 2/03/2006 TIME: 14:38: 2
270
35.0
Salinity (psu)
30.0
Newark Bay1
25.0
20.0
15.0
10.0
5.0
0.0
35.0
Salinity (psu)
30.0
Newark Bay3
25.0
20.0
15.0
10.0
5.0
0.0
35.0
Salinity (psu)
30.0
Kill van Kull
25.0
20.0
15.0
10.0
5.0
0.0
300
305
310
315
320
325
330
335
August 2001
340
345
350
355
September 2001 _______ Bottom data
Time(days) From October 1, 2000
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-26d Comparison of hourly computed salinity with IMCS mooring data: August-September, 2001
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/salt.gdp
DATE: 2/03/2006 TIME: 14:38: 7
360
35.0
Arthur Kills
Salinity (psu)
30.0
25.0
20.0
15.0
10.0
5.0
0.0
35.0
Perth Amboy
Salinity (psu)
30.0
25.0
20.0
15.0
10.0
5.0
0.0
300
305
310
315
320
325
330
335
August 2001
340
345
350
355
360
September 2001 _______ Bottom data
Time(days) From October 1, 2000
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-26d Comparison of hourly computed salinity with IMCS mooring data: August-September, 2001 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/salt.gdp
DATE: 2/03/2006 TIME: 14:38: 7
35.0
Salinity (psu)
30.0
Newark Bay1
25.0
20.0
15.0
10.0
5.0
0.0
35.0
Salinity (psu)
30.0
Newark Bay3
25.0
20.0
15.0
10.0
5.0
0.0
35.0
Salinity (psu)
30.0
Kill van Kull
25.0
20.0
15.0
10.0
5.0
0.0
150
155
160
165
170
175
180
185
March 2002
190
195
200
April 2002
Time(days) From October 1, 2001
205
_______ Bottom data
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-26e Comparison of hourly computed salinity with IMCS mooring data: March-April, 2002
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/salt.gdp
DATE: 2/03/2006 TIME: 14:38:12
210
35.0
Arthur Kills
Salinity (psu)
30.0
25.0
20.0
15.0
10.0
5.0
0.0
35.0
Perth Amboy
Salinity (psu)
30.0
25.0
20.0
15.0
10.0
5.0
0.0
150
155
160
165
170
175
180
185
March 2002
190
195
200
April 2002
Time(days) From October 1, 2001
205
_______ Bottom data
_ _ _ _ _ Model Surface
...............Model Bottom
Figure 4-26e Comparison of hourly computed salinity with IMCS mooring data: March-April, 2002 (continued)
/black4/mpin0021/HYDRO/RUN0001/PLOTS/RUTGERS_OLD_TSR/salt.gdp
DATE: 2/03/2006 TIME: 14:38:12
210
200
Elevation(cm)
M1-SBE16-DOT1
100
0
-100
-200
200
Elevation(cm)
M3-CTD-DOT1
M3 moved upstream on 9/16, day #351
100
0
-100
-200
200
Elevation(cm)
M5-SBE16-DOT1
100
0
-100
-200
305
310
315
320
325
330
335
340
345
350
355
360
365
_______ Measured data
Time(days) From Oct. 1, 2003
_ _ _ _ _ Model data
Comparisons of Hourly Water Surface Elevations with Data
Figure 4-27 Comparison of hourly computed water elevations with IMCS mooring /black4/mpin0021/HYDRO/RUN0304_0106/PLOTS/ELEV/RUTGERS/pele3
data over a period of two months:
August - September 2004
DATE: 2/03/2006 TIME: 16:27:59
Near Surface (3.6 meters)
Velocity(m/s)
1.0
0.5
0.0
-0.5
-1.0
Mid-Depth (2.1 meters)
Velocity(m/s)
1.0
0.5
0.0
-0.5
-1.0
Near Bottom (0.4 meters)
1.0
Velocity(m/s)
Downstream
0.5
0.0
-0.5
Upstream
-1.0
305
310
315
320
325
330
335
340
345
350
355
360
365
_______ Measured data
Time(days) From Oct. 1, 2003
Comparison of Instantaneous Velocity at M2
_ _ _ _ _ Model data
/black4/mpin0021/HYDRO/RUN0304_0106/PLOTS/ADCP/adcp
Figure 4-28 Comparison of hourly computed current velociteis at three depths with IMCS mooring data (M2) over a
period of two months: August - September 2004
DATE: 2/03/2006 TIME: 16:21:34
Near Surface (5.5 meters)
Velocity(m/s)
1.0
0.5
0.0
-0.5
-1.0
Mid-Depth (2.5 meters)
Velocity(m/s)
1.0
0.5
0.0
-0.5
-1.0
Near Bottom (0.5 meters)
1.0
Velocity(m/s)
Downstream
0.5
0.0
-0.5
Upstream
-1.0
305
310
315
320
325
330
335
340
345
350
355
360
365
_______ Measured data
Time(days) From Oct. 1, 2003
Comparison of Instantaneous Velocity at M3
_ _ _ _ _ Model data
/black4/mpin0021/HYDRO/RUN0304_0106/PLOTS/ADP/adcp
Figure 4-29 Comparison of hourly computed current velociteis at three depths with IMCS mooring data (M3) over a
period of two months: August - September 2004
DATE: 2/03/2006 TIME: 16:20:50
Temperature(degC)
35
M5
30
25
20
15
10
5
0
Temperature(degC)
35
Bridge St. bridge
30
25
20
15
10
5
0
Temperature(degC)
35
M4
30
25
20
15
10
5
0
305
310
315
320
325
330
335
340
Time(days) From Oct. 1, 2003
345
350
355
360
__ _ __ _ _ Model Surface
__ _ __ _ _ sbe37 Data Surface
_________ Model Bottom
_________ sbe16 Data Bottom
Comparison of Instantaneous Surface and Bottom Temperature
/black1/mpin0021/HYDRO/RUN0304_1030/PLOTS/TANDS/RUTGERS/salt2_moorings
Page:1/2
Figure 4-30 Comparison of hourly computed temperature with six IMCS mooring data over a period of two months:
August - September 2004
DATE: 1/27/2006 TIME: 15: 8: 4
Temperature(degC)
35
M3
30
25
20
15
10
5
0
Temperature(degC)
35
M2
30
25
20
15
10
5
0
Temperature(degC)
35
M1
30
25
20
15
10
5
0
305
310
315
320
325
330
335
340
Time(days) From Oct. 1, 2003
345
350
355
360
__ _ __ _ _ Model Surface
__ _ __ _ _ sbe37 Data Surface
_________ Model Bottom
_________ sbe16 Data Bottom
Comparison of Instantaneous Surface and Bottom Temperature
Page:2/2
Figure 4-30 Comparison of hourly computed temperature with six IMCS mooring data over a period of two months:
August - September 2004 (continued)
/black1/mpin0021/HYDRO/RUN0304_1030/PLOTS/TANDS/RUTGERS/salt2_moorings
DATE: 1/27/2006 TIME: 15: 8: 4
35
M5
Salinity(psu)
30
25
20
15
10
5
0
35
Bridge St. bridge
Salinity(psu)
30
25
20
15
10
5
0
35
M4
Salinity(psu)
30
25
20
15
10
5
0
305
310
315
320
325
330
335
340
Time(days) From Oct. 1, 2003
345
350
355
360
__ _ __ _ _ Model Surface
__ _ __ _ _ sbe37 Data Surface
_________ Model Bottom
_________ sbe16 Data Bottom
Comparison of Instantaneous Surface and Bottom Salinity
/black1/mpin0021/HYDRO/RUN0304_1030/PLOTS/TANDS/RUTGERS/salt2_moorings
Page:1/2
Figure 4-31 Comparison of hourly computed salinity with six IMCS mooring data over a period of two months: August September 2004
DATE: 1/27/2006 TIME: 15:15:31
35
M3
Salinity(psu)
30
25
20
15
10
5
0
35
M2
Salinity(psu)
30
25
20
15
10
5
0
35
M1
Salinity(psu)
30
25
20
15
10
5
0
305
310
315
320
325
330
335
340
Time(days) From Oct. 1, 2003
345
350
355
360
__ _ __ _ _ Model Surface
__ _ __ _ _ sbe37 Data Surface
_________ Model Bottom
_________ sbe16 Data Bottom
Comparison of Instantaneous Surface and Bottom Salinity
/black1/mpin0021/HYDRO/RUN0304_1030/PLOTS/TANDS/RUTGERS/salt2_moorings
Page:2/2
Figure 4-31 Comparison of hourly computed salinity with six IMCS mooring data over a period of two months: August September 2004 (continued)
DATE: 1/27/2006 TIME: 15:15:31
250
-5
Flux(CMS)
Upstream
-15
-25
-41
-23
-40
-17
-12
-6
-15
-4
-4
-6
-5
-5
-4
-6
-4
-7
-3
-5
-47
-28
-45
-21
-19
-10
-22
-7
-9
Mouth of Passaic River
0
Downstream
-250
250
-5
Flux(CMS)
Upstream
-7
-5
Mouth of Hackensack River
0
Downstream
-250
250
-9
Flux(CMS)
Upstream
-23
-30
Newark Bay
0
Downstream
-250
0
O
30
N
60
D
90
J
120
F
150
M
180
A
210
Time(day) From Oct. 1, 1994
Temporal Variation of 5 Day Low Passed Fluxes - BOUNDARY = LAYER 3
/black4/mpin0021/HYDRO/RUN9495_0101/PLOTS/FLUXES/pflux_5dlp
M
240
J
270
J
300
A
330
S
360
_____ Lower Layer
_____ Total
_____ Upper Layer
Page:1/2
Figure 4-32 Temporal variations of 5 day low passed and monthly fluxes through Passaic and Hackensack Rivers, and
Newark Bay.
DATE: 4/11/2006 TIME: 11:52:52
800
-162
East
-185
-204
-264
-270
-234
-205
-151
-119
-151
-68
-75
-30
-47
-28
-45
-21
-19
-10
-22
-7
-9
-234
-312
-299
-280
-226
-172
-129
-176
-75
-85
Kill Van Kull (Bayonne Bridge)
Flux(CMS)
400
0
-400
West
-800
800
-9
Upstream
-23
Newark Bay
Flux(CMS)
400
0
-400
Downstream
-800
800
-172
North
-210
Arthur Kill (Goethals Bridge)
Flux(CMS)
400
0
-400
South
-800
0
O
30
N
60
D
90
J
120
F
150
M
180
A
210
Time(day) From Oct. 1, 1994
Temporal Variation of 5 Day Low Passed Fluxes - BOUNDARY = LAYER 3
/black4/mpin0021/HYDRO/RUN9495_0101/PLOTS/FLUXES/pflux_5dlp
M
240
J
270
J
300
A
330
S
_____ Lower Layer
_____ Total
_____ Upper Layer
Page:2/2
Figure 4-33 Temporal variations of 5 day low passed and monthly fluxes through Newark Bay, Kill van Kull and
Arthur Kill
DATE: 4/11/2006 TIME: 11:52:52
360
UMQ@
SECTION
5
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eŽ–‰’Ž…Ž”´L@ rŒˆ@ mN@ p’“Ž“@ l‚’”’™@ †’@ w”…’@ ’…“•’ƒ…“@ Ž„@ h™„’„™Ž‰ƒ“L@
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”ˆ…@h‰“”’‰ƒŒ@d”L@e“”•’‰…“L@QWHQbIL@QVVMWQN@@@
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h…Ž’™@s”…Œ[@bNaN@w’’…Ž@Ž„@cN@w•Ž“ƒˆL@e„“NL@tˆ…@mit@p’…““L@QYXMRSSN@
b…’„“Œ…™L@rNcN@Ž„@bN@b•”ŽL@QYWTN@@c‰’ƒ•Œ”‰Ž@Ž@”ˆ…@n…—@eŽ‡ŒŽ„@cŽ”‰Ž…Ž”Œ@sˆ…Œ†Z@r…“Ž“…@
”@s”’Ž‡@w‰Ž”…’@s”’“[@g…ˆ™“‰ƒŒ@r…“N@l…”N@QHTIN@@@
b…’„“Œ…™L@rNcNL@dNcN@cˆŽL@kNhN@b’‰Ž‹L@sNrN@r@Ž„@rN@sƒˆŒ‰”šL@QYXUN@@tˆ…@nŽ”•ƒ‹…”@sˆŒ“@
fŒ•˜@e˜…’‰…Ž”@HnsfeWYIN@@p’”@iZ@a@b“‰ƒ@d…“ƒ’‰”‰Ž@†@”ˆ…@c•’’…Ž”@Ž„@t……’”•’…@
v’‰‚‰Œ‰”™[@jN@pˆ™“N@oƒ…Ž‡’N@QUZWQSMWTXN@@@
b…’„“Œ…™L@rNcN@Ž„@cNdN@w‰ŽŽ”L@QYWYN@@oŽ@tˆ…@m…Ž@c‰’ƒ•Œ”‰Ž@‰Ž@”ˆ…@m‰„„Œ…@a”ŒŽ”‰ƒ@b‰‡ˆ”[@jN@
pˆ™“N@oƒ…Ž‡’NL@YN@
bŒ•‚…’‡L@ aNfN@ Ž„@ bN@ gŒ…’‰ŽL@ QYYPN@ @ oŽ@ ”ˆ…@ s•…’@ c‰’ƒ•Œ”‰Ž@ ‰Ž@ n…—@ y’‹@ b‰‡ˆ”@ Ž„@
cŽ”‰‡••“@e“”•’‰Ž…@w”…’“N@@iŽZ@c“”Œ@Ž„@e“”•’‰Ž…@s”•„‰…“L@vŒN@SXL@r…“‰„•Œ@c•’’…Ž”“@
Ž„@lŽ‡Mt…’@t’Ž“’”L@dNtN@cˆ…Ž‡@He„NIL@s’‰Ž‡…’Mv…’Œ‡L@n…—@y’‹N@
bŒ•‚…’‡L@ aNfN@ Ž„@ dNmN@ g„’‰ƒˆL@ QYYPN@ @ m„…Œ‰Ž‡@ †@ w‰Ž„MiŽ„•ƒ…„@ d…“”’”‰†‰ƒ”‰Ž@ ‰Ž@
cˆ…“…‹…@b™L@e“”•’‰…“L@QSHSIZRSVMRTYL@s…”…‚…’@QYYPN@
bŒ•‚…’‡L@ aNfN@ Ž„@ hNjN@ h…’’‰Ž‡N@ @ QYXWN@ @ c‰’ƒ•Œ”‰Ž@ m„…Œ‰Ž‡@ u“‰Ž‡@ o’”ˆ‡ŽŒ@ c•’–‰Œ‰Ž…’@
c’„‰Ž”…“N@ @ iŽZ@ tˆ’……Md‰…Ž“‰ŽŒ@ m„…Œ“@ †@ m’‰Ž…@ Ž„@ e“”•’‰Ž…@ d™Ž‰ƒ“L@ jNcNjN@
n‰ˆ•Œ@Ž„@bNmN@j’”L@e„“NL@eŒ“…–‰…’@p•‚N@cŽ™L@UUMXXN@
bŒ•‚…’‡L@ aNfN@ Ž„@ lNhN@ kŽ”ˆL@ QYXUN@ @ o…Ž@ b•Ž„’™@ cŽ„‰”‰Ž@ †’@ c‰’ƒ•Œ”‰Ž@ m„…Œ“L@ jN@
h™„’•ŒN@eŽ‡NL@QQQZRSWMRUUN@
bŒ•‚…’‡L@aNfN@Ž„@lNaN@kˆŽL@Ž„@jNpN@s”N@jˆŽL@QYYYN@@tˆ’……@d‰…Ž“‰ŽŒ@h™„’„™Ž‰ƒ@m„…Œ@
†@n…—@y’‹@h’‚’@r…‡‰ŽN@@@jN@h™„’•Œ‰ƒ@eŽ‡‰Ž……’‰Ž‡L@QRUL@WYYMXQVN@
UMR@
bŒ•‚…’‡L@ aN@ fN@ Ž„@ bN@ nN@ k‰L@ RPPPN@ @ fŒ—@ bŒŽƒ…“@ ‰Ž@ s”N@ aŽ„’…—@ b™@ r…–…Œ…„@ tˆ’•‡ˆ@
h™„’„™Ž‰ƒ@s‰•Œ”‰Ž“L@e“”•’‰…“N@RSZRQMSS@
bŒ•‚…’‡L@aNfN@Ž„@gNlN@m…ŒŒ’L@QYXSN@@d‰‡Ž“”‰ƒ@Ž„@p’‡Ž“”‰ƒ@n•…’‰ƒŒ@c‰’ƒ•Œ”‰Ž@s”•„‰…“@†@
”ˆ…@s•”ˆ@a”ŒŽ”‰ƒ@b‰‡ˆ”N@@jN@g…ˆ™“N@r…“NL@XXL@TUWY@TUYRN@
bŒ•‚…’‡L@ aNfN@ Ž„@ gNlN@ m…ŒŒ’L@ QYXWN@ @ a@ d…“ƒ’‰”‰Ž@ †@ @ tˆ’……Md‰…Ž“‰ŽŒ@ c“”Œ@ oƒ…Ž@
c‰’ƒ•Œ”‰Ž@ m„…ŒN@ @ iŽZ@ tˆ’……Md‰…Ž“‰ŽŒ@ c“”Œ@ oƒ…Ž@ m„…Œ“L@ c“”Œ@ Ž„@ e“”•’‰Ž…@
sƒ‰…Žƒ…“L@TL@nN@h…“L@e„NL@a…’‰ƒŽ@g…ˆ™“‰ƒŒ@uŽ‰ŽL@w“ˆ‰Ž‡”ŽL@dNcNL@QMQVN@
bŒ•‚…’‡L@ aNfN@ Ž„@ gNlN@ m…ŒŒ’L@ QYXPN@ @ a@ c“”Œ@ oƒ…Ž@ n•…’‰ƒŒ@ m„…ŒL@ iŽZ@ m”ˆ…”‰ƒŒ@
m„…ŒŒ‰Ž‡@ †@ e“”•’‰Ž…@ pˆ™“‰ƒ“N@ @ p’ƒ……„‰Ž‡“@ †@ Ž@ iŽ”…’Ž”‰ŽŒ@ s™“‰•L@ h‚•’‡L@
a•‡•“”@RTMRVL@QYWXN@@jN@s•Ž„…’ŽŽ@Ž„@kNpN@hŒšL@e„“N@s’‰Ž‡…’Mv…’Œ‡L@b…’Œ‰ŽN@@
bŒ•‚…’‡L@ aNfN@ Ž„@ gNlN@ m…ŒŒ’L@ QYXUN@ @ a@ s‰•Œ”‰Ž@ †@ ”ˆ…@ c‰’ƒ•Œ”‰Ž@ ‰Ž@ ”ˆ…@ g•Œ†@ †@
m…˜‰ƒN@@i“’…Œ@jN@†@e’”ˆ@sƒ‰…Žƒ…“L@STL@QRR@QTTN@
bŒ•‚…’‡L@ aNfN@ Ž„@ lNyN@ o…™L@ QYXUL@ @ m„…Œ‰Ž‡@ c‰’ƒ•Œ”‰Ž@ Ž„@ m‰˜‰Ž‡@ ‰Ž@ e“”•’‰…“@ Ž„@ c“”Œ@
oƒ…Ž“[@a„–N@iŽ@g…ˆ™“‰ƒ“L@RXaN@
b’—ŽL@ wNsNL@ nNrN@ p…””‰‡’…—@ Ž„@ jNdN@ i’‰“ˆL@ QYXUN@ @ tˆ…@ nŽ”•ƒ‹…”@ sˆŒ“@ fŒ•˜@ e˜…’‰…Ž”@
HnsfeWYIN@ @ p’”@ iiZ@ tˆ…@ s”’•ƒ”•’…@ Ž„@ v’‰‚‰Œ‰”™@ †@ aƒ’““Msˆ…Œ†@ p’…““•’…@ g’„‰…Ž”“L@ jN@
pˆ™“N@oƒ…Ž‡’NL@QUZWTYMWWQN@@@
b••“L@dNfNL@QYVYN@@r…–…’“Œ@‰Ž@”ˆ…@s•’†ƒ…@d’‰†”@‰Ž@”ˆ…@m‰„„Œ…@a”ŒŽ”‰ƒ@b‰‡ˆ”@a’…“[@d……Ms…@’…“N@
QV@H“•ŒNI@
c’“—…ŒŒL@ lNdN@ QYWVN@ a’‰“Œ@ †@ w”…’@ r…“•’ƒ…“@ ‰Ž@ ”ˆ…@ hƒ‹…Ž“ƒ‹@ r‰–…’@ b“‰ŽL@ n…—@ j…’“…™L@
usgs@w”…’@r…“•’ƒ…“@iŽ–…“”‰‡”‰Ž“@WVMWT@
cˆŽL@jNL@aN@b’”ˆL@rNcN@b…’„“Œ…™@Ž„@rNgN@f‰’‚Ž‹“L@QYXVN@@oŽ@”ˆ…@cŽ”‰Ž•‰”™@†@m…Ž@fŒ—@
b…”—……Ž@”ˆ…@sƒ”‰Ž@sˆ…Œ†@Ž„@”ˆ…@m‰„„Œ…@a”ŒŽ”‰ƒ@b‰‡ˆ”L@jN@pˆ™“N@oƒ…Ž‡’NL@QVN@
cŒ…L@ tN@ mNL@ Ž„@ b•ƒˆ‹L@ eN@ mNL@ QYYUN@ BceMqualMwRZ@ @ ”—M„‰…Ž“‰ŽŒL@ Œ”…’ŒŒ™@ –…’‡…„L@
ˆ™„’„™Ž‰ƒ@Ž„@—”…’@‘•Œ‰”™@„…ŒL@–…’“‰Ž@RNP@•“…’@Ž•lB@iŽ“”’•ƒ”‰Ž@r…N@elMYUMiL@
uNsN@a’™@c’“@†@eŽ‡‰Ž……’“L@w“ˆ‰Ž‡”ŽL@dNcN@
d–‰…“L@aNmNL@sNcNmN@k—Ž‡@Ž„@rNaN@fŒ”ˆ…’L@QYYWN@@a@tˆ’……Md‰…Ž“‰ŽŒ@m„…Œ@†@d‰•’ŽŒ@Ž„@
s…‰Md‰•’ŽŒ@t‰„…“@Ž@”ˆ…@e•’…Ž@sˆ…Œ†L@jN@g…ˆ™N@r…“NL@QPRHcTIL@XVRUMXVUVN@
dŽ…ŒŽL@mNaNL@QYWWN@@a@s‰Œ…@n•…’‰ƒŒ@m„…Œ@†’@w–…@Ž„@w‰Ž„@s”’…““@aŒ‰ƒ”‰ŽL@r…’”L@
n”‰ŽŒ@w”…’@r…“…’ƒˆ@iŽ“”‰”•”…L@b•’Œ‰Ž‡”ŽL@oŽ”’‰L@cŽ„L@RX@
UMS@
e„‰Ž‡…’L@jNeN@b’„™L@dNkNL@Ž„@g’…™…’L@jNcNL@QYWTN@@h…”@…˜ƒˆŽ‡…@Ž„@”’Ž“’”@‰Ž@”ˆ…@…Ž–‰’Ž…Ž”L@
r…@ n@ QTL@ cŒ‰Ž‡@ w”…’@ r…“N@ p’Š…ƒ”@ HrpMTYIL@ eŒ…ƒ”’‰ƒ@ p—…’@ r…“…’ƒˆ@ iŽ“”‰”•”…L@ pŒ@
aŒ”L@cŒ‰†N@
e‡‚…’”L@ gNdNL@ aNfN@ b…ŽŽ…””@ Ž„@ mNgNgN@ f’ŽL@ QYYTN@ @ topeOposeidon@ t‰„…“@ e“”‰”…„@
u“‰Ž‡@@gŒ‚Œ@iŽ–…’“…@m„…ŒN@@jN@g…ˆ™N@r…“NL@YY@HcQRIL@RTL@XRQMXURN@@@
fŒ”ˆ…’L@rNaN@Ž„@nNsN@h…“L@QYWUN@@t‰„Œ@ƒ•””‰Ž“@†’@m’…ƒ‚…@b™L@g…ˆ™N@jN@†@r™Œ@
a““”’N@sƒ‰…”™L@TRZTXYMUQX@
gŒ…’‰ŽL@bNL@lNhN@kŽ”ˆL@sN@h““‰„@Ž„@aN@r“”‰L@QYXXN@@a@q•“‰Me‘•‰Œ‰‚’‰•@t•’‚•Œ…Ž”@eŽ…’‡™@
m„…Œ@†’@g…ˆ™“‰ƒŒ@fŒ—“N@@jN@aŒ“N@sƒ‰NL@TUL@UUMVRN@@@
gŒ…’‰ŽL@bN@Ž„@gNlN@m…ŒŒ’L@QYYPN@@t‰…Md……Ž„…Ž”L@tˆ’……Md‰…Ž“‰ŽŒ@m„…Œ@†@”ˆ…@d…Œ—’…@
b™@ Ž„@ r‰–…’@ s™“”…N@ @ p’”@ QZ@ d…“ƒ’‰”‰Ž@ †@ ”ˆ…@ m„…Œ@ Ž„@ t‰„Œ@ aŽŒ™“‰“N@ @ e“”•’‰Ž…L@
c“”Œ@Ž„@sˆ…Œ†@sƒ‰…Žƒ…“L@SQZ@RSQMRUSN@
gŒ…’‰ŽL@bN@Ž„@gNlN@m…ŒŒ’L@QYYP‚N@@t‰…Md……Ž„…Ž”L@tˆ’……Md‰…Ž“‰ŽŒ@m„…Œ@†@”ˆ…@d…Œ—’…@
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